Plastic Design Portal Frame to Ec3

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Department of Civil and

Structural Engineering

Plastic Design of Portal

frame to Eurocode 3 Worked Example

University of

Sheffield





University of Sheffield

Department of Civil Structural Engineering

Date16022009 Geometry of the Frame Sheet No

2Reference Calculation

1 Geometry





Revised by EC3 Plastic Portal Frame DesignPrepared by

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Date

16022009

Client brief Sheet No


2 Design Brief A client requires a single-storey building having a clear floor area 30 m x 80m with a clear height to the underside of the roof steelwork of 5 m The slopeof the roof member is to be at least 6o

Figure 1‐ Plan view of the frame

Figure 2‐ 3 Dimensional view of the building (Plum 1996)






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Determining load on the frame Sheet No


EN 1991-1-

12002 (E)

Annex A 1

See

Supporting

Notes Sec 64

3 Determining loading on frame

31Combination factors ψThe combination ψ must be found from Eurocode 1 (EN1991-1) or relevant NADNote that because most portal frame designs are governed by gravity (dead + snow)loading so in this worked example only maximum vertical load combination isconsidered Therefore the combination factor ψ is never applied in this examplebut for full analysis the following load combination should be considered

1) Maximum gravity loads without wind causing maximum sagging moment in therafter and maximum hogging moments in the haunches

2) Maximum wind loading with minimum gravity loads causing maximum reversalof moment compared with case 1 The worst wind case might be from eithertransverse wind or longitudinal wind so both must be checked

Basic data

bull Total length b = 72 m

bull Spacing s = 72 m

bull Bay width d = 30 mbull Height (max) h = 7577m

bull Roof slope α = 6o

Figure 3‐ Frame spacing (SX016 Matthias Oppe)






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Determining loading on the frame Sheet No


EN 1991-1-3

Sec 522Eq51

EN 1991-1-3Sec 53Table 51

SeeAppendix ATable A1

EN 1991-1-3Annex C


32Snow loading

General

Snow loading in the roof should be determined as follow

micro

Wheremicro is the roof shape coefficient is the exposure coefficient usually taken as 1 is the thermal coefficient set to 1 for nominal situations Is the characteristic value of ground snow load for

relevant altitude

Roof shape coefficient

Shape coefficients are needed for an adjustment of the ground snow load to a snowload on the roof taking into account effects caused by non-drifted and drifted snowloading

The roof shape coefficient depends on the roof angle so

0 3 0 micro =08

Snow load on the ground

For the snow load on the ground the characteristic value depends on the climatic regionfor site in the UK the following expression is relevant

Sk=0140z-01+(A501)Where

Z is the( zone number 9 ) depending on the snow load on sea levelhere in Sheffield z=3

A is the altitude above sea level A=175m






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Self-weightestimatedneeded to bechecked athe end

Snow load on the roof

Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m

For internal frameUDL by snow = 054 x 72 = 389 m

Figure 4‐ Distributed load due to snow per meter span (SX016 Matthias Oppe)

33Self weight of steel members

Assume the following weight by members

bull Roofing = 02 KNm2

bull Services = 02 KNm2

bull Rafter and column self weight = 025 KNm2

Total self weight _____________

065 KNm2






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Initial sizing if members Sheet No


TP0843EC30816Manual forhe design of

steelworkbuildingstructures toEC3

SeeAppendix Bor themethod

4 Initial Sizing of members

Figure 5‐ Dimensions of portal (The institutionof Structural Engineers TP0843 EC30816)

a) Lh = 306 = 5rL = 157730=00526

b) Loading1) Gravity loading

Snow loading = 054 x 72 = 380KNmSelf weight = 065 x 72 = 468 KNm

2) Factored loadw= (468 x 135 ) + (380 x 15 ) = 120 KNm

c) Finding Mp for the sections

1) Total load on the frame (wL)= 120 x 30 = 3605KN

2) Parameter wl2 = 120 x 302 = 10816 KNm

3) From Graphs (Figure B2) obtain horizontal force ratio (036)

H= 036 x 3605 = 1298 KN

4) From Graphs (Figure B3) obtain rafter Mp ratio (0034)MrafterRd = 0034 x 10816 = 3677 KNm






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SectionTables ofUniversalBeams

EN 1993-1-12005 (E)Table 31

5) From Graphs (Figure B4) obtained column Mp ratio (0063)Mcolumn Rd = 0063 x 10816 = 6814 KNm

6) Selecting membersa) Wpl (rafter)required = (3677 x 10

6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74

b) Wpl(column)required = (6814 x 106)275= 2478 x 10

3 cm

3

Try UB 533 x 210 x 109

bull Properties Rafter Section UB 457x152x74

G=742 Kgm h= 462mm b=1544mmtw=96mm tf =17mm A=9448 x 102 mm2

d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3

iy=186 mm iz = 333 mmIz = 1047 x 104 mm4 Wplz = 2131 x 103 mm3 It = 6618 x 10

4 mm

4 Iw = 5163 x 10

6 mm

6

bull Properties Column Section UB 533x210x109

G=109 Kgm h= 5395mm b=2108mmtw=116mm tf =188mm A=1389 x10

2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6

Steel grade is S275 Assume Sections Class1 then check






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Ultimate Limit State Analysis Sheet No


EN 1993-1-12005 (E)Sec 532

SeeSupportingNotesSection 9

5 Load Combination (Max vertical Load) (Dead + Snow)

51Frame imperfections equivalent horizontal forces

Oslash Oslash

Oslash = radic 05 1 5

Oslash = 354 x 10-3

The column loads could be calculated by a frame analysis but a simple calculationbased on plan areas is suitable for single storey portals

(i) Permanent loads ( un-factored )

Rafter = (745 x 15 x 98) 103 = 11 KNRoofing = (15 x 02 x 72) = 216 KNServices = (15 x 02 x 72) = 216 KN

_________Total = 542 KN

(ii) Variable loads ( un-factored )

Snow load = 15 x 054 x 72 = 583 KN

Thus the un-factored equivalent horizontal forces are given by

(i) Permanentcolumn = 354 x 10-3

x 542 = 019 KN

(ii) Variablecolumn = 354 x 10-3

x 583 = 021 KN

Note EC3 requires that all loads that could occur at the same time are consideredtogether so the frame imperfection forces and wind loads should be considered asadditive to permanent loads and variable loads with the appropriate load factors






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For SecondOrder effectsSeeSupportingNotesSection 71 ampSection 72

Figure 6‐Frame imperfections equivalent horizontal forces

52 Partial safety factors and second order effects

Second order effects increases not only the deflections but also the momentsand forces beyond those calculated by the first order Second-order analysis isthe term used to describe analysis method in which the effects of increasingdeflections under increasing load are considered explicitly in the solutionmethod

The effects of the deformed geometry are assessed in EN 1993-1-1 bycalculating alpha crit (αcrit) factor The limitations to the use of the first-orderanalysis are defined in EN 1993-1-1 Section 521 (3) as αcrit

15 for plastic

analysis When a second order analysis is required there are two main methodsto proceed

1) Rigorous 2nd

order analysis (ie using appropriate second order software)2) Approximate 2

nd order analysis (ie hand calculation using first order analysis

with magnification factors) Although the modifications involveapproximations they are sufficiently accurate within the limits given by EN1993-1-1








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Load Factor Hinge number Member Hinge status102 1 RHC Formed

114 2 LHR Formed

Table 1‐ Position of Hinges and Load factors

Figure 8‐ ndash Member forces (Burgess 20011990)






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SeeSupportingNotesSection7321

See Figure 9

521 Sway buckling mode Stability ( αcrsest)

αcrsest = 08 1

is the axial force in rafter see figure 8 (1508KN)

is the Euler load of rafter full span

Where is the in-plan second moment of area of rafterL is the full span length

= 752 KN

is the minimum value for column 1 to n

is the horizontal deflection for top of column as indicated in

Appendix

is the axial force in columns see figure 8 (2075KN 2081KN)

bull As can be seen that

is the lateral deflection at the top of each column

subjected to an arbitrary lateral load HEHF then here an arbitrary load HEHF can bechosen and using analysis software the deflection at top of each column can beobtained

1) Arbitrary load HEHF=50KN2) = 98mm= 98mm






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So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95

Figure 9‐ Sway mode check (Burgess 20011990)






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SeeSupporting NotesSection7322 amp

Section 72

16162710 2753 0 1 0 2386

522 Snap-through buckling stability (αcrrest )

αcrrest = tan2

D cross-section depth of rafter (462mm)

L span of the bay (30m) h mean height of the column (6m) in-plane second moment of area of column (66820 x 104 mm4) in-plane second moment of area of rafter (32670 x 10

4 mm

4 )

nominal yield strength of the rafter (275 Nmm2)

roof slope if roof is symmetrical (6o)

Fr Fo the ratio of the arching effect of the frame whereFr = factored vertical load on the rafter ( 432 KN see section 3)F0 = maximum uniformly distributed load for plastic failure of the rafter

treated as a fixed end beam of span L

= 181

Thus

αcrrest = tan26

αcrrest = 62

bull Henceαcrest =min ( αcrsest αcrrest ) = 62






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SeeSupportingNotes 733

bull Although the snap-through failure mode is critical mode as shown in calculationabove but because this example is for designing single bay portal frames the snap-through mode of failure is irrelevant but included to show complete design steps forsimple portal frame design Snap-through failure mode can be critical mode in threeor more spans as internal bay snap-through may occur because of the spread ofthe columns inversion of the rafter (The institutionof Structural Engineers TP0843

EC30816) see figure 10

Figure 10‐ Snap through failure mode critical for 3 bay or more

532Accounting Second Order effects To account for second order effects the partial safety factors can be modified by thefollowing criteria

1) γG = 150

2) γQ = 168






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bull Re-analyze the first order problem with the modified safety factors using same initialsized sections gives the following results

Load Factor Hinge number Member Hinge status

092 1 RHC Formed

102 2 LHR Formed

Table 1‐ Hinges obtained from analysis

bull It could be seen that using Sections UB 533 x 210 x 109 and UB 457 x 152 x 74 issuitable although hinge 1 occurs at a load factors le 1 a mechanism is not formeduntil the second hinge is formed Therefore this combination of section sizes issuitable

bull Hence size of member initially estimated is suitable and can withstand second-ordereffects Note that if the load factors in positions 1 and 2 were less than 1 then themembers size needs to be increased to sustain second order effects as the initiallysized members cannot sustain second order effects

Figure 11‐Bending moment diagram for first order analysis (Burgess 20011990)






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Figure 12‐Member forces for first‐order analysis (Burgess 20011990)






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Member checks ndash Purlins Sheet No


SeeSupporting

notessection 104

Note Herehe safetyactors areused asndicated in

King spanoad table

SeeAppendix C

6 Member checks

61 Purlins

Today the design of the secondary members is dominated by cold formed sectionsThe lsquodesignrsquo of cold formed members consists of looking up the relevant table for thechosen range of sections The choice of a particular manufacturersquos products isdependent on clients or designerrsquos experiences and preferences Table (Appendix C) illustrates a typical purlin load table based on information from manufacturersquoscatalogue (King span) for double span conditions As the overall distance betweencolumns is 30 meters which is assumed to be divided to 18 equal portions wouldgives purlin centers 167 meters (on the slope) The gravity loading (dead (claddingLoad plus snow load) is w= (01x 14) + (054 x 16) = 1004 KNm

2 From the Table

(Appendix C) knowing the purlin length of 72 m purlin spacing of 125m and thegravity load to be supported by purlin 1004KNm

2 the M175065120 section seems

adequate

Figure 13‐ Connection between rafter section and purlins

Figure 14‐ Purlin cross‐section (Kingspan)

Purlin

Rafter






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Member checks ndash Column Sheet No


See Figure11

EN 1993-1-12005 (E)Section 55

Seesupportingnotes section123

62 Column (UB 610 x 229 x 101)

- MEd = 9047 KNm- VEd = 1501 KN- NEd = 2082 KN

621Classification

Web ( Bending + Axial )

ε = 275235 =108

actual (dtw ) = 4404 72ε Class 1

Flanges ( Axial Compressive )

actual (ctf )= 4 6 1 9 ε Class1

bull So the column sections are overall class 1

622Cross section resistance

The frame analysis assumed that there is no reduction in the plastic momentresistance from interaction with shear force or axial force This assumption mustbe checked

6221Shear force effects of Plastic moment resistance (EN 1993-1-1 2005 (E) Sec 626)

VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2

VplRd = radic 3 γ VplRd = 65085275radic 3 11 10 9394 KN05 VplRd = 4697 KN

bull VEd lt 05 VplRd so the plastic moment of resistance is not reduced by thecoexistence of axial force






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Seesupportingnotes section

124


38 574 7561 235

6222Axial force effects of Plastic moment resistance (EN 1993-1-1 2005 (E) Sec 629)

Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd

NEd lt 025 plastic tensile resisitance of the section

NEd lt

2082 lt

2082 lt 8681

bull Therefore the effect of shear and axial on the plastic moment resistance of thecolumn sections can be neglected according to EC3 EN1993-1-1 2005

623Stability against lateral and torsional buckling (EN 1993-1-1 2005 (E) Sec BB321)

The design of the frame assumes hinge forms at the top of the column

member immediately below the haunch level The plastic hinge position must betorsionally restraint in position by diagonal stays With the hinge position restraintthe hinge stability is ensured by EC3 by limiting distance between hinge and thenext lateral restraint to Lm






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Member checks - Column Sheet No


38457

= 153 m

bull Thus there must be a lateral restraint at a distance from the hinge not exceeding(153m)

bull Therefore if 15 meters spacing assumed this would ensure the stability betweenthe intermediate restraints at the top of the column where maximum bendingmoment occurs then the spacing of 18 meters is OK for sheeting rails below 24meters from the top of the column where the moment is lower

Figure 15‐ Column member stability (Plum 1996)






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Seesupporting

notes section134

It must be checked that the column buckling resistance is sufficient so that the column is

stable between the tensional restraint at S2 and the base This part of the column would be

checked using slenderness calculated

Different countries have different procedure to calculate the slenderness of the column and

check the susceptibility of this part to lateral tensional buckling Thus the designer must refer

to the national Annex In this example the procedure used in for assessing the significance of

the mode of failure is taken from (King Technical Report P164)

Figure 16‐ Column between tensional restraints (King Technical Report P164)

(a) Calculate slenderness λ and λ LT

Assume side rail depth = 200 mm

Figure 17‐ Column Sheeting rails cross‐section (King Technical Report P164)






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King

Technical

Report P164)

Distance from column shear center to center of the side rail a

a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2

Distance between shear center of flanges

hs = h ndash tf = 5395 ndash 188 = 5207mm

α =

using the simplification for doubly symmetrical I sections

Iw = Iz ( hs 2 )2

α =

α =

= 1122

The slenderness of the column is given by

1

= 6435






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Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where

mt is moment factor obtained from appendix D Because loads combination

considered there is no lateral loads applied to the walls so there are no intermediate

loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053

c =1 for uniform depth members

053 1

6435= 421

(b) Calculate buckling resistance for axial force

1ФФ Ф 05 1 02 hb = 53952108 = 256

curve b for hot rolled I sections

α= 034

828 6435828 078






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EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN

(c) Calculate buckling resistance for bending

MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






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Date16022009 Member checks ndash Column Sheet No


King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10

(d) Calculate buckling resistance to combined axial and bending

1

Ψ = 0

βMLT = 18 ndash 07 Ψ = 18 ndash 07 (0) = 18

μLT 015 βMLT 015 but μLT 09μLT 015 078 18015 but μLT 09

0996

= 091

bull The column is OK and stable over the section considered (between restraint S o and S2)






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Date16022009 Member checks - Rafter Sheet No


EN 1993-1-12005 (E)Section 55

See Figure11 Burgess

20011990)

63Rafter (UB457 x 191 x 89)

631Section Classification

Ensure the section is class 1 to accommodate plastic hinge formation

ε = 275235 =108

Web ( combined axial and bending )

actual (dtw ) = 446

446 le72 ε Class 1



bull The rafter section is Class 1

632 Cross-section Resistance

The frame analysis assumed that there is no reduction in the plastic moment

resistance from interaction with shear force or axial force This assumption mustbe checked because it is more onerous than that the cross-sectional resistanceis sufficient

- Max shear force VEd = 1605 KN at haunch tip

- Max axial force NEd = 1669 KN at haunch tip








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Member checks ndash Rafter Sheet No



EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235

633 Check rafter buckling in apex region Another highly stressed region is the length of rafter in which the lsquoapexrsquo hingeoccur see fig below Under (dead + snow) loading the outstand flange is intension while compression flange is restrained by purlinrafter connection

Therefore the buckling resistance of the rafter member between purlins in theapex region needs to be checked Because the lsquoapexrsquo hinge is the last to form inorder to produce a mechanism (which is true for low pitched portal frame underdead + snow loading) then adequate rotation capacity is not a designrequirement ie hinge is required only to develop Mp not to rotateIt is set by EC3 EN1993-1-1 2005 that if the value of Lm (as defined in BB311)is not exceeded by restraint lateral torsional buckling can be ignored Soassuming that the purlins act as restraint because of their direct attachment to thecompression flanges in the apex hinge region then the purlin spacing should notexceed

Lm = 1221 mm = 1221m

bull As purlin spacing is 167m (on slope) thus because Lm has been smaller than167m then the purlin spacing would have to be reduced in the apex region to 12m

Figure 18‐ Member stability apex region (Plum 1996)








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EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481

(b) Calculate buckling resistance to bending moment

bull

Take C1 = 1 (conservative)

bull λ LT =

λ LT = = 0831

bull ФLT = 05 [ 1 + α ( λ ndash 02 ) + λ2 ]ФLT = 05 [ 1 + 021( 0831 ndash 02 ) + 08312 ] = 0912

bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






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(c) Calculate buckling resistance to combined axial and bending

Check that

+ kLT

1

Take kLT = 1 ( conservative )

+ 1 x 1

1 1

The value is slightly greater than one but due to the conservative assumption of

KLT=1 the rafter can be assumed to be stable between intermediate restraint(purlinsheeting rails) and purlin spacing could be increased to 167m between apexand hunch region shown in figure 19 Otherwise if the value was significantly greaterthan 1 the purlin spacing (167m) should be reduced






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EN 1993-1-12005 (E)Section 55

64Haunch (UB 457 x 191 x 89) The depth of a haunch is usually made approximately twice depth of the basic raftersections as it is the normal practice to use a UB cutting of the same serial size asthat of the rafter section for the haunch which is welded to the underside of thebasic rafter (UB 457x191x 89) Therefore it is assumed that the haunch has anoverall depth at connection is 090 m

641Classification ε = 275235 =108

WebThe web can be divided into two and classified according to stress

and geometry of each

actual (dtw ) = 446

web 1 ( bending ) -------- 446le72 ε Class 1web 2 ( Compressive) --- 446le38 ε Class 2

Flanges ( Axial Compressive

actual (ctf )= 366 9ε Class1

bull Thus the haunch section is a class 2

Figure 20‐ Haunch region cross‐section classification

(King Technical Report P164)






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Member checks - Haunch Sheet No


SeeSupportingnotes

section 131 amp 133

642Haunch Stability First check the stability of the haunched portion of the rafter ( from eavesconnection to the haunch rafter intersection) as this represents one of the mosthighly stressed lengths and with its outstand flange (inner) in compression this partof the rafter is the region most likely to fail due to instability As it has alreadydecided to stay the inside corner of the columnhaunch intersection (column hingeposition) assume that the haunchrafter intersection is also effectively torsionallyrestrained be diagonal braces giving an effective length of 3m as indicated in Figbelow

Figure 21‐ Member stability haunch‐rafter region (Plum 1996)






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Member checks ndash Haunch Sheet No


EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313

Seesupportingnotes sectionAppendix B

It would appear that clause BB312 (3)B is the most appropriate creation to checkthe stability of the haunched portion as there is three flanged haunch so thedistance between rotational restraint should be limited to

WhereLk is length limit specified where lateral torsional buckling effects can be

ignored where the length L of the segment of a member between restraintsection at a plastic hinge location and adjacent torsional restraint

Lk

Lk

= 3738 mm

Lk = 3738m

c is the taper factor (shape factor) which accounts for the haunching ofthe restraint length (BB333)

1

1 = 115






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Figure 22‐ Dimensions defining taper factor (BS EN 1993‐1‐12005)

Is the modification factor for non-linear moment gradient (BB332)

The plastic moduli are determined for five cross-sections indicated on the figurebelow the actual cross-section considered are taken as being normal to the axis ofthe basic rafter (unhaunched member) The plastic moduli together with the relevant

information regarding the evaluation of the ratios NiMi are given in the followingtable The worst stress condition at the hunchrafter intersection (location 5) istaken








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Seesupporting

notes sectionAppendix A

The modification factor is determined by the form

in which R1 to R5 are the values of R according to equation below at the endsquarter points and mid-length ( R values at positions 1 to 5 indicated in Table 2)

In addition only positive values of ( ) should be included where- RE is the greater of R1 and R5 - Rs is the maximum value of R anywhere ( R1 to R5 )

-

Where (a) is the distance between the centroid of the member and the centroid ofrestraining members (such as purlins restraining rafter) Here for simplicity a

conservative value of (a) is found by conservative method of ignoring the middleflange as shown if figure (19)

Figure 24‐ Simplification for distance between

centriod of rafter and purlin sections






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12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3

bull Thus this portion of the rafter is stable over the assumed restrained length of 3 m(haunch length) as Ls is around 3m

bull If the value was found to be less than the haunch length then a torsion restraint

should be provided in the haunch region as shown below

643 Cross-section resistance

6431Shear force effects of Plastic moment resistance

The shear in the rafter has been checked above showing that VEd lt 05 VplRd

In the haunch the shear area Av increases more than the applied shear VEdso the shear force has no effect on the plastic moment capacity of the haunch






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6432Axial force effects of Plastic moment resistance

The tables provided below gives the axial and moment resistances of thehaunch section at points 1to 5 shown in figures 18 A series of checks iscarried out to determine whether the cross-sectional moment resistance MNRd is reduced by coexistence of axial force

PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027

bull NplRd = A f y ymo and f y=275Nmm2

Table 3 ndash Axial force at positions indicated in figure 18 for haunch

Position Distance

(mm) MEd

(KNm)

Is NEd gt Does Axial forceaffect plastic bending

resistance05 Aweb f y

ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No

Table 4‐ Checking the significance of axial force on plastic moment of resistance







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Comparison between outcomes of different codes Sheet No


7 Comparison between Different Codes

As the dimensions of portal frame designed in this worked example were deliberately chosen to beexactly the same as worked-example in (King Technical Report P147) a comparison was donebetween the carried out worked example to (BS EN 1993-1-12005) (BS9590-12000) and(ENV1993-1-11992)

The following is a summary of different outcomes and source of design

Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)

Table 5‐ Comparison between different code outcome






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Date16022009 Appendix A Sheet No


EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix

A1 Roof shape coefficient

The values given in table A1 apply when the snow is not prevented from sliding off theroof Where the snow fences or other obstruction exists or where the lower edge of

the roof is terminated with a parapet then the snow load shape coefficient should notbe reduced below 08

Table A1- Snow load shape coeff icients (BS EN 1991-1-32003)

A2 Snow load relationships

The snow load on ground the characteristic value depends on the climatic region thefollowing table gives different expressions for different regions

Table A2- Altitude-Snow load relationships (BS EN 1991-1-32003)






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Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4

WhereSk is the characteristic snow load on the ground (KNm

2)

A is the site altitude above the sea level (m)Z is the zone number given on the map ( see fig A1 )

The following maps gives the zone number Z for UK and republic of Ireland if other Zvalues for regions mentioned in Table A2 refer to EN 1991-1-3 Annex C pages ( 41 to 52 )

Figure A1 UK Republic of Ireland snow loads at sea level (BS EN 1991-1-32003)






Cia06mh

Date

16022009

Appendix B Sheet No


TP0843EC30816Manual forhe design ofsteelwork

buildingstructures toEC3

B1 Initial sizing using Wellerrsquos charts The method described relies for its simplicity on a series of three charts developed by

Alan Weller The chart has been constructed with the following assumptions and whichleads to reasonably economic solution (Note This is not a rigorous design method it isa set of rules to arrive at initial size)

1) The rafter depth is approximately span 552) The hunch length is approximately span 103) The rafter slope lies between 0o and 20o4) The ratio of span to eaves height is between 2 and 55) The hinges in the mechanism are formed at the level of the underside of the

haunch in the column and close to the apex

Each chart requires a knowledge of the geometry of the frame and the design loading asinput data in order to determine approximate sizes for the column and rafter members

Using of charts

Figure B1 Dimensions of portal (The insti tut ionof Structural Engineers TP0843EC30816)

a) Calculate the spanheight to eaves ratio = Lhb) Calculate the risespan ratio = rLc) Calculate the total design load FL on the frame and then calculate FL

2 where F is

the load per unit length on plan of span L (eg F =qs where q is the total factoredload per m

2 and s is the bay spacing)

d) From figure B2 obtain the horizontal force ratio HFR at the base from rL and Lhe) Calculate the horizontal force at the base of span H=HFR W L






Cia06mh

Date

16022009

Appendix B Sheet No


TP0843EC30816Manual forhe design ofsteelworkbuilding

structures toEC3

f) From figure B3 obtain the rafter Mp ratio MPR from rL and Lhg) Calculate the Mp required in the rafter from Mp (rafter) = MPR x W L2h) From figure B4 obtain the column Mp ratio MPL from rL and rhi) Calculate the Mp required in the rafter from Mp (rafter) = MPL x W L

2

j) Determine the plastic moduli for the rafter WplyR and the column WplyC fromWplyR =Mp(rafter) f y WplyC = Mp(column) f y

Where f y is the yield strength

Using the plastic moduli the rafter and column sections may be chosen from the range ofplastic sections as so defined in the section books

01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL

Span to eaves height

Figure B2- Horizontal force at the base (The institutionof StructuralEngineers TP0843 EC30816)






Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl

Figure B3- Mp ratio required for the rafter (The

Figure B4- Mp ratio required for the column (The institutionofStructural Engineers TP0843 EC30816)






Cia06mh

Date

16022009

Appendix C Sheet No


King SpanWebsiteLinkhttpwwwki

ngspanstructur

alcommultibe

amrpload_tableshtm

C1 King Span Multi-beam Purlin (Load tables)

Loading Load FactorDead load 14Dead load restraining uplift or overturning 10Dead load acting with wind and imposed loads combined 12Imposed load 16Imposed load acting with wind load 12Wind load 14Wind load acting with wind and imposed load 12Forces due to temperature effects 12






Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No


KingTechnicalReport P164)

D1 Equivalent uniform moment factor mt for all other cases

This formula derived by (Sinhgh 1969) is applicable in all cases especially when thebending moment diagram is not a straight line between the tensional restraints defining theends of the element

Figure D1- Moment factors (King Technical Report P164)






Cia06mh

Date16022009 Appendix D Sheet No



MEd1 to MEd5 are the values of the applied moments at the ends the quarter pointsand mid- length of the length between effective torsional restraints as shown inFigure D2 Only positive values of MEd should be included MEd is positive when itproduces compression in the unrestrained flange

Figure D2- Intermediate moment (King Technical Report P164)

D2 Equivalent section factor c

For uniform depth members c = 10



eferences BS EN 1991‐1‐32003 Eurocode 1 mdash Actions on structures Part 1‐3 General actions mdash Snow loads [Book] ‐ 389 Chiswick

High Road London W4 4AL Standards Institution British

BS EN 1993‐1‐12005 Eurocode 3 Design of steel structures BS EN 1993‐1‐12005 [Book] ‐ 389 Chiswick High Road

London W4 4AL Standards Institution British

Burgess Ian PLT Portal frame design Software ‐ 20011990 ‐ Vol Ver 13

King C M Design of Steel Portal for Europe [Book] ‐ [sl] The steel construction Institute Technical Report P164

Kingspan [Online] wwwkingspanstructuralcom ‐ February 10 2009 ‐httpwwwkingspanstructuralcompdfdouble_span_tiled_roofspdf

Plum L J Morris amp D R Structural Steelwrok Design to BS5950 2nd Edition [Book] ‐ [sl] Harlow Longman 1996

Sinhgh KP Ultimate behaviour of laterally supported beams [Book] ‐ University of Manchester [sn] 1969

SX016 Matthias Oppe Determination of loads on a building envelope [Online] wwwaccess‐steelcom ‐ Access Steel ‐

October 20 2008 ‐ httpwwwaccess‐steelcomDiscoveryResourcePreviewaspxID=J6osLkASHmChe7uBKVEzGw==

The institutionof Structural Engineers Manual for the design of steelwork building structures to Eurcode 3 [Book] ‐

TP0843 EC30816











1 Geometry






Cia06mh

Date

16022009











Cia06mh

Date

16022009



EN 1991-1-

12002 (E)

Annex A 1

See

Supporting

Notes Sec 64





Basic data











Cia06mh

Date

16022009



EN 1991-1-3

Sec 522Eq51



EN 1991-1-3Annex C


32Snow loading

General


micro


relevant altitude




0 3 0 micro =08



Sk=0140z-01+(A501)Where








Cia06mh

Date

16022009





Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m









065 KNm2






Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816









1 Geometry






Cia06mh

Date

16022009











Cia06mh

Date

16022009



EN 1991-1-

12002 (E)

Annex A 1

See

Supporting

Notes Sec 64





Basic data











Cia06mh

Date

16022009



EN 1991-1-3

Sec 522Eq51



EN 1991-1-3Annex C


32Snow loading

General


micro


relevant altitude




0 3 0 micro =08



Sk=0140z-01+(A501)Where








Cia06mh

Date

16022009





Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m









065 KNm2






Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009











Cia06mh

Date

16022009



EN 1991-1-

12002 (E)

Annex A 1

See

Supporting

Notes Sec 64





Basic data











Cia06mh

Date

16022009



EN 1991-1-3

Sec 522Eq51



EN 1991-1-3Annex C


32Snow loading

General


micro


relevant altitude




0 3 0 micro =08



Sk=0140z-01+(A501)Where








Cia06mh

Date

16022009





Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m









065 KNm2






Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



EN 1991-1-

12002 (E)

Annex A 1

See

Supporting

Notes Sec 64





Basic data











Cia06mh

Date

16022009



EN 1991-1-3

Sec 522Eq51



EN 1991-1-3Annex C


32Snow loading

General


micro


relevant altitude




0 3 0 micro =08



Sk=0140z-01+(A501)Where








Cia06mh

Date

16022009





Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m









065 KNm2






Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



EN 1991-1-3

Sec 522Eq51



EN 1991-1-3Annex C


32Snow loading

General


micro


relevant altitude




0 3 0 micro =08



Sk=0140z-01+(A501)Where








Cia06mh

Date

16022009





Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m









065 KNm2






Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009





Sk = 08 x 1 x 1 067 = 054 KNm2

Spacing = 72 m









065 KNm2






Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009








a) Lh = 306 = 5rL = 157730=00526








H= 036 x 3605 = 1298 KN







Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




EN 1993-1-12005 (E)Table 31



6) 275 = 1337 x 10

3 cm

3

Try UB 457x152x74


3 cm

3

Try UB 533 x 210 x 109



d=428mm

Iy= 32670 x 104mm

4 Wply=1627 x 10

3 mm

3


4 mm

4 Iw = 5163 x 10

6 mm

6



2 mm

2

d=5109mm

Iy= 66820 x 104mm

4 Wply=2828 x 10

3 mm

3

iy=2187 mm iz = 457 mmIz = 2692 x 10

4 mm

4 Wplz = 3994 x 10

3mm

3

It = 1016 x 104 mm4 Iw = 1811 x 106 mm6







Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



EN 1993-1-12005 (E)Sec 532




Oslash Oslash


Oslash = 354 x 10-3




_________Total = 542 KN


Snow load = 15 x 054 x 72 = 583 KN



x 542 = 019 KN


x 583 = 021 KN







Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009








15 for plastic


1) Rigorous 2nd











Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816










Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




114 2 LHR Formed








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




See Figure 9


αcrsest = 08 1




= 752 KN



Appendix











Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



So either

OR

Min = min(1475 1475 ) = 1475

Thus

αcrsest = 08 1 1475 95







Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




Section 72

16162710 2753 0 1 0 2386


αcrrest = tan2



4 mm

4 )





= 181

Thus

αcrrest = tan26

αcrrest = 62







Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009








1) γG = 150

2) γQ = 168






Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009






092 1 RHC Formed

102 2 LHR Formed










Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009









Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



SeeSupporting

notessection 104


King spanoad table

SeeAppendix C

6 Member checks

61 Purlins


2 From the Table



adequate



Purlin

Rafter






Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



See Figure11

EN 1993-1-12005 (E)Section 55


62 Column (UB 610 x 229 x 101)


621Classification


ε = 275235 =108








VEd lt 05 VplRd

Av = 104 h tw = 104 x 5395 x 116 = 65085 mm2








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




124


38 574 7561 235


Checki If

NEd lt 2082 lt

2082 lt 7278

ii If

NEd lt 025 NplRd


NEd lt

2082 lt

2082 lt 8681










Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



38457

= 153 m









Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



Seesupporting

notes section134

















Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



King

Technical

Report P164)


a = 60732 + 2002 = 36975 mm

is2 = iy

2 + iz2 + a2

is2 = 21872 + 4572 + 369752 = 186633 mm2



α =


Iw = Iz ( hs 2 )2

α =

α =

= 1122


1

= 6435






Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



Appendix D

Figure D1

EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Where



loads

ψ = 0 6031 = 0

y = 82632 ( Lt iz ) = 82632 (4000 457 ) = 0944

mt = 053


053 1

6435= 421


1ФФ Ф 05 1 02 hb = 53952108 = 256


α= 034

828 6435828 078






Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

Ф 0 5 1 03407802 078 090

Ф 05 1 02 Ф 0 5 1 021048502 0485 065

Xz = 1090 090 078 = 0741 = (0741 x 1389 x 102 x 275) (11 x 103 )= 257413KN


MbRdy =

868 = 421 868 = 0485

1ФФ 1065 065 0485 = 092

MbRdy =

6504






Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh



King

Technical

Report P164)

μLT 00606

1 μLT 10

1 006062082100741138910 275 10


1

Ψ = 0



0996

= 091







Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh



EN 1993-1-12005 (E)Section 55


20011990)

63Rafter (UB457 x 191 x 89)



ε = 275235 =108


actual (dtw ) = 446

446 le72 ε Class 1
















Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816










Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




EN 1993-1-1

2005 (E) Sec

BB322

See section61

38 574 7561 235

38 333 166910574944810 1627 10 275756 1 9448 10 6618 10 235



Lm = 1221 mm = 1221m










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816










Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



EN1993-1-

12005

Sec 6322

EN1993-1-

12005

Table 63

1 210000 1047 101670 10 5163 10 1047 10 1670 81000 6618 10 210000 1047 10

6481


bull


bull λ LT =

λ LT = = 0831


bull XLT =

Фradic Ф

XLT = radic = 080

bull MbRdy =

MbRdy =

= 3254KNm






Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




Check that

+ kLT

1


+ 1 x 1

1 1








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh



EN 1993-1-12005 (E)Section 55





actual (dtw ) = 446












Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



SeeSupportingnotes

section 131 amp 133








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



EN 1993-1-12005 (E)clauseBB312 (3)B

EN 1993-1-12005 (E)sectionBB313





Lk

Lk

= 3738 mm

Lk = 3738m


1

1 = 115






Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009














Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816










Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009



Seesupporting





-










Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009




12 3 4 3 2 12086 3084 4089 3079 0862089086

117

radic 34 3













Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009






PositionDistance

(mm)NEd

(KN) A

(mm2)

NplRd (KN)

Aweb (mm

2)

(Aweb f y)ymo (KN)

1 0 1711 16092 4023 8216 2054

2 075 1701 15064 3766 7190 1798

3 15 1691 14038 3510 6163 1541

4 225 1681 13010 3253 5136 1284

5 3 1671 11983 2996 4109 1027



Position Distance

(mm) MEd

(KNm)



ymo 025NplRd

1 0 950 No No No

2 075 850 No No No

3 15 751 No No No

4 225 652 No No No

5 3 553 No No No








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009






Designno

DesignCode

ColumnSection

size

Rafter SectionSize

HaunchLength

(m)

PurlinSpacing

(m)

DesignSource

1BS EN 1993-1-

12005533x210 UB

109457x152UB

743 167

Worked -example

2 BS9590-12000610x229 UB

113533x210 UB

82 3 185

(KingTechnical

ReportP164)

3ENV1993-1-

11992610x229 UB

113457x191UB

743 185

(KingTechnical

ReportP164)







Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh



EN 1991-1-

32003 (E)

Section 532

EN 1991-1-

32003 (E)

Table C1

8Appendix













Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix A Sheet No


EN 1991-1-

32003 (E)

Figure C4


2)









Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix B Sheet No









Using of charts



2 where F is









Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3


2




01 02 03015 025 035 045040

005

01

015

02

20 25 30 35 40 45 50

R i s e s p a n

HwL








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix B Sheet No



structures toEC3

2050 4045 35

3025

0

005

01

015

02

002 0025 003 0035 004 0045


R i s e s p a n

M wLsup2r

0

005

01

015

02

005 0055 006 007 0080065 0075

50 2045 2540 3035

0045


R i s e s p a n

M wLsup2pl








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix C Sheet No



ngspanstructur

alcommultibe

amrpload_tableshtm








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix C Sheet No







Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh

Date

16022009

Appendix D Sheet No











Cia06mh






















TP0843 EC30816








Cia06mh






















TP0843 EC30816

















TP0843 EC30816



Documents

Plastic Design Portal Frame to Ec3