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1/11

Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL

Client Advisory Group Made by Date Page

Location Level 2, Beam on line 6 from A to G Farsaath 03-Jul-2013 35

SUBFRAME ANALYSIS to BS8110:1997 Checked Revision Job No

Originated from RCC21.xls v2.2 on CD 1999-2003 BCA for RCC Farsaath R68

LOCATION Supports from grid A to grid G

SPANS

L (m) H (mm) bw (mm) hf (mm) Type bf (mm) LOADING PATTERN

SPAN 1 4.500 450 250 150 L 565 min max

SPAN 2 4.500 450 250 150 L 565 DEAD 1 1.4

SPAN 3 4.500 450 250 150 L 565 IMPOSED 0 1.6

SPAN 4 4.500 450 250 150 L 565

SPAN 5 4.500 450 250 150 L 565

SPAN 6 4.500 450 250 150 L 565

SUPPORTS

ABOVE (m) H (mm) B (mm) End Cond BELOW (m) H (mm) B (mm) End Cond

Support 1 3.20 300 300 F 3.20 300 300 F

Support 2 3.20 300 300 F 3.20 300 300 F

Support 3 3.20 300 300 F 3.20 300 300 F

Support 4 3.20 300 300 F 3.20 300 300 FSupport 5 3.20 300 300 F 3.20 300 300 F

Support 6 3.20 300 300 F 3.20 300 300 F

Support 7 3.20 300 300 F 3.20 300 300 F

LOADING UDLs (kN/m) PLs (kN) Position (m)

Dead Imposed Position Loaded Dead Imposed Position Loaded

Span 1 Load Load from left Length Span 4 Load Load from left Length

UDL 19.34 ~~~~~ ~~~~~ UDL 19.34 ~~~~~ ~~~~~

PL 1 ~~~~~ PL 1 ~~~~~

PL 2 ~~~~~ PL 2 ~~~~~

Part UDL 6.13 6.67 0.563 3.375 Part UDL 5.72 6.22 0.563 3.375

Span 2 Span 5

UDL 19.34 ~~~~~ ~~~~~ UDL 19.34 ~~~~~ ~~~~~

PL 1 ~~~~~ PL 1 ~~~~~

PL 2 ~~~~~ PL 2 ~~~~~

Part UDL 5.72 6.22 0.563 3.375 Part UDL 5.72 6.22 0.563 3.375

Span 3 Span 6

UDL 19.34 ~~~~~ ~~~~~ UDL 19.34 ~~~~~ ~~~~~

PL 1 ~~~~~ PL 1 ~~~~~

PL 2 ~~~~~ PL 2 ~~~~~

Part UDL 5.72 6.22 0.563 3.375 Part UDL 6.13 6.67 0.563 3.375

LOADING DIAGRAM

A G

REACTIONS (kN)

SUPPORT 1 2 3 4 5 6 7

ALL SPANS LOADED 79.2 206.0 169.9 193.2 169.9 206.0 79.2

ODD SPANS LOADED 82.3 159.3 139.5 148.0 139.4 159.6 44.0

EVEN SPANS LOADED 44.0 159.6 139.4 148.0 139.5 159.3 82.3

Characteristic Dead 46.8 115.5 104.6 107.0 104.6 115.5 46.8

Characteristic Imposed 10.4 27.7 14.7 27.1 14.7 27.7 10.4

-


2/11

Project Spreadsheets to BS 8110REINFORCED CONCRETE

COUNCIL

Client Advisory Group Made by Date Page

Location Level 2, Beam on line 6, from A to G Farsaath 3-Jul-13 36

SUBFRAME ANALYSIS to BS8110:1997 Checked Revision Job No

Originated from RCC21.xls v2.2 on CD 1999-2003 BCA for RCC Farsaath - R68

BENDING MOMENT DIAGRAMS (kNm)

A Elastic Moments G A Redistributed Envelope G

SUPPORT No 1 2 3 4 5 6 7

Elastic M 36.2 89.2 71.6 74.3 71.6 89.2 #########Redistributed M 25.3 89.2 50.1 74.3 50.1 82.4 25.3

b 0.700 1.000 0.700 1.000 0.700 0.923 0.000

Redistribution 30.0% 30.0% 30.0% 30.0%

SPAN No 1 2 3 4 5 6

Elastic M 59.2 44.9 47.5 47.5 44.9 59.2

Redistributed M 65.2 50.7 53.9 53.9 50.7 65.2

b 1.100 1.131 1.134 1.134 1.131 1.100

SHEAR FORCE DIAGRAMS (kN)

A Elastic Shears G A Redistributed Shears G

SPAN No 1 2 3

Elastic V 84.7 105.9 93.9 89.1 90.8 91.8

Redistributed V 82.3 107.6 98.4 86.5 88.0 96.6

SPAN No 4 5 6

Elastic V 91.8 90.8 89.1 93.9 105.9 84.7

Redistributed V 96.6 88.0 86.5 98.4 107.6 82.3

COLUMN MOMENTS (kNm) 1 2 3 4 5 6 7

ALL SPANS Above 16.5 -3.4 0.6 -0.6 3.4 -16.5

LOADED Below 16.5 -3.4 0.6 -0.6 3.4 -16.5

ODD SPANS Above 18.1 -9.0 7.0 -6.5 6.0 -3.8 -7.5

LOADED Below 18.1 -9.0 7.0 -6.5 6.0 -3.8 -7.5

EVEN SPANS Above 7.5 3.8 -6.0 6.5 -7.0 9.0 -18.1

LOADED Below 7.5 3.8 -6.0 6.5 -7.0 9.0 -18.1

Based on support

moments of

min(bM, Malt/b)

-5E+08

0

0000000

1E+09

1.5E+09

2E+09

2.5E+09

3E+09

3.5E+09

0 5 10 15 20 25 30-80

-60

-40

-20

0

20

40

60

80100

120

0 5 10 15 20 25 30

-150

-100

-50

0

50

100

150

0 5 10 15 20 25 30-150

-100

-50

0

50

100

150

0 5 10 15 20 25 30


3/11

Project Spreadsheets to BS 8110

Location Level 2, Beam on line 6

SUBFRAME ANALYSIS to BS8110:1997

Originated from RCC21.xls v2.2 on CD 1999-2003 BCA for RCC

ANALYSISMin load 1.0 x dead load

Live load 0.4 x dead load + 1.6 x imposed load

Distribution Factors

SUPT 1

Up col Lo col R L Up col

A w 112500 112500

A f 47250 47250

X bar 180.6338028 180.6338028

I 675000000 675000000 2735710827 2735710827 67500000

Stiffness 210937500 210937500 607935739.4 6 07935739.4 21093750

Sum 1029810739 2.E+09

Factor 0.2048 0.2048 0.5903 0.3712 0.1288

SUPT 4

L Up col Lo col R L Up col

A w 112500 112500 112500

A f 47250 47250 47250

X bar 180.6338028 180.6338028 180.6338028

I 2735710827 675000000 675000000 2735710827 2735710827 67500000

Sti ffness 607935739.4 210937500 210937500 607935739.4 607935739.4 21093750

Sum 2.E+09 2.E+09 Factor 0.3712 0.1288 0.1288 0.3712 0.3712 0.1288

SUPT 7

L Up col Lo col

A w 112500 Partial UDL f

A f 47250

X bar 180.6338028 a

I 2735710827 675000000 675000000 b

Stiffness 607935739.4 210937500 210937500

Sum 1.E+09

Factor 0.5903 0.2048 0.2048

Fixed End MomentsSPAN 1 SPAN 2 SPAN 3

Min load L R L R L R Cant 242.37 239.25 239.25

UDL 32.64 32.64 32.64 32.64 32.64 32.64

PL 1 0.00 0.00 0.00 0.00 0.00 0.00

PL 2 0.00 0.00 0.00 0.00 0.00 0.00

part UDL 9.46 9.46 8.82 8.82 8.82 8.82

FEM 42.09 42.09 41.46 41.46 41.46 41.46

Live load

Cant 177.99 171.27 171.27

UDL 13.05 13.05 13.05 13.05 13.05 13.05

PL 1 0.00 0.00 0.00 0.00 0.00 0.00

PL 2 0.00 0.00 0.00 0.00 0.00 0.00

part UDL 20.24 20.24 18.88 18.88 18.88 18.88

FEM 33.30 33.30 31.93 31.93 31.93 31.93

Moment Distribution

HiCol SUPT 1 LoCol HiCol SUPT 2


4/11


Location Level 2, Beam on line 6SUBFRAME ANALYSIS to BS8110:1997


Moment Distribution (cont)

HiCol SUPT 1 LoCol HiCol SUPT 2 Lo

Live on -33.30 33.30

Odd Spans 6.82 19.66 6.82 -4.29 -12.36 -12.36 -4

-6.18 9.83 5.93

1.27 3.65 1.27 -2.03 -5.85 -5.85 -2

-2.92 1.82 2.25

0.60 1.73 0.60 -0.52 -1.51 -1.51 -0

-0.76 0.86 0.95

0.15 0.45 0.15 -0.23 -0.67 -0.67 -0

-0.34 0.22 0.29

0.07 0.20 0.07 -0.07 -0.19 -0.19 -0

-0.10 0.10 0.12 0.02 0.06 0.02 -0.03 -0.08 -0.08 -0

-0.04 0.03 0.04

0.01 0.02 0.01 -0.01 -0.02 -0.02 -0Sum 8.94 -17.87 8.94 -7.18 25.47 -11.12 -7

Live on -31.93

Even Spans 0.00 0.00 0.00 4.11 11.85 11.85 4

5.93 -5.93

-1.21 -3.50 -1.21 0.76 2.20 2.20 0

1.10 -1.75 -2.20

-0.23 -0.65 -0.23 0.51 1.47 1.47 0

0.73 -0.32 -0.61

-0.15 -0.43 -0.15 0.12 0.35 0.35 0

0.17 -0.22 -0.29

-0.04 -0.10 -0.04 0.07 0.19 0.19 0

0.09 -0.05 -0.09 -0.02 -0.06 -0.02 0.02 0.05 0.05 0

0.03 -0.03 -0.04

-0.01 -0.02 -0.01 0.01 0.02 0.02 0Sum -1.65 3.30 -1.65 5.60 13.76 -24.96 5

Elastic Support Moments (3.2.1.2.2)Support 1 2 3 4

Left Right Left Right Left R

All spans 32.91 89.21 82.36 70.29 71.56 74.30 74

Odd Spans 36.21 75.45 57.40 48.63 62.62 64.65 51

Even Spans 15.03 63.74 71.24 61.45 49.41 51.60 64

Negatives 0.00 0.00 0.00 0.00

Redistribution (3.2.2.1) method 1b - 0.7 1 0.7 1

b + 1.3 1 1.3 1 Max M 25.34 89.21 50.09 74.30

Dead only 18.33 49.98 46.29 39.79 40.47 41.95 41

All spans 25.34 89.21 82.36 50.09 50.09 74.30 74

Odd Spans 25.34 75.45 57.40 50.09 50.09 64.65 51

Even Spans 19.54 63.74 71.24 50.09 50.09 51.60 64

Negatives 0.00 0.00 0.00 0.00

Total Ultimate LoadsSpan 1 2

UDL PL1 PL2 tUD UDL PL1 P

Dead only 87.03 0 0 20.68875 87.03 0

All spans 121.842 0 0 64.98225 121.842 0

Odd Spans 121.842 0 0 64.98225 87.03 0

Even Spans 87.03 0 0 20.68875 121.842 0 S an 4 5

Dead only 87.03 0 0 19.305 87.03 0 All spans 121.842 0 0 60.615 121.842 0

Odd Spans 87.03 0 0 19.305 121.842 0

E en Spans 121 842 0 0 60 615 87 03 0


5/11




Redistributed ShearsSpan 1 2

Dead only 46.83 60.89 54.61 51.72

All spans 79.22 107.61 98.40 84.06

Odd Spans 82.28 104.55 54.79 51.54

Even Spans 44.04 63.68 95.93 86.53

Span 4 5

Dead only 53.50 52.84 51.72 54.61

All spans 96.61 85.85 84.06 98.40 1

Odd Spans 53.50 52.83 86.53 95.93

Even Spans 94.46 87.99 51.54 54.79 1

Imposed ReactionsSupport 1 2 3 4 5 6

All spans 8.54 27.69 14.70 27.14 14.70 27.69

Odd Spans 10.45 12.17 8.65 12.24 8.82 13.91

Even Spans -1.74 13.91 8.82 12.24 8.65 12.17

SPAN MOMENTSSPAN 1 Left < > PL1 < > PL2

Elastic V All 80.90 0 80.90 0 80.90

Odd 84.69 0 84.69 0 84.69

Even 43.04 0 43.04 0 43.04

Redist V All 79.22 0 79.22 0 79.22

Odd 82.28 0 82.28 0 82.28

Even 44.04 0 44.04 0 44.04

Elastic X- All 0.000 0.000 0.000 0.000 Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Redist X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Elastic M All 32.91 -32.91 -32.91 -32.91 -32.91

Odd 36.21 -36.21 -36.21 -36.21 -36.21

Even 15.03 -15.03 -15.03 -15.03 -15.03

Redist M All 25.34 -25.34 -25.34 -25.34 -25.34

Odd 25.34 -25.34 -25.34 -25.34 -25.34

Even 19.54 -19.54 -19.54 -19.54 -19.54

SPAN 2 Left < > PL1 < > PL2

Elastic V All 93.91 0 93.91 0 93.91

Odd 55.12 0 55.12 0 55.12Even 93.41 0 93.41 0 93.41

Redist V All 98.40 0 98.40 0 98.40

Odd 54.79 0 54.79 0 54.79

Even 95.93 0 95.93 0 95.93

Elastic X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Redist X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Elastic M All 82.36 -82.36 -82.36 -82.36 -82.36

Odd 57.40 -57.40 -57.40 -57.40 -57.40

Even 71.24 -71.24 -71.24 -71.24 -71.24

Redist M All 82.36 -82.36 -82.36 -82.36 -82.36

Odd 57.40 -57.40 -57.40 -57.40 -57.40 Even 71.24 -71.24 -71.24 -71.24 -71.24


6/11





Elastic V All 91.84 0 91.84 0 91.84

Odd 53.65 0 53.65 0 53.65

Even 91.68 0 91.68 0 91.68

Redist V All 96.61 0 96.61 0 96.61

Odd 53.50 0 53.50 0 53.50

Even 94.46 0 94.46 0 94.46

Elastic X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Redist X- All 0.000 0.000 0.000 0.000 Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Elastic M All 74.30 -74.30 -74.30 -74.30 -74.30

Odd 51.60 -51.60 -51.60 -51.60 -51.60

Even 64.65 -64.65 -64.65 -64.65 -64.65

Redist M All 74.30 -74.30 -74.30 -74.30 -74.30

Odd 51.60 -51.60 -51.60 -51.60 -51.60

Even 64.65 -64.65 -64.65 -64.65 -64.65


Elastic V All 88.55 0 88.55 0 88.55

Odd 89.05 0 89.05 0 89.05

Even 51.22 0 51.22 0 51.22

Redist V All 84.06 0 84.06 0 84.06

Odd 86.53 0 86.53 0 86.53Even 51.54 0 51.54 0 51.54

Elastic X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Redist X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Elastic M All 70.29 -70.29 -70.29 -70.29 -70.29

Odd 61.45 -61.45 -61.45 -61.45 -61.45

Even 48.63 -48.63 -48.63 -48.63 -48.63

Redist M All 50.09 -50.09 -50.09 -50.09 -50.09

Odd 50.09 -50.09 -50.09 -50.09 -50.09

Even 50.09 -50.09 -50.09 -50.09 -50.09

SPAN 6 Left < > PL1 < > PL2 Elastic V All 105.92 0 105.92 0 105.92

Odd 64.68 0 64.68 0 64.68

Even 102.13 0 102.13 0 102.13

Redist V All 107.61 0 107.61 0 107.61

Odd 63.68 0 63.68 0 63.68

Even 104.55 0 104.55 0 104.55

Elastic X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Redist X- All 0.000 0.000 0.000 0.000

Odd 0.000 0.000 0.000 0.000

Even 0.000 0.000 0.000 0.000

Elastic M All 89.21 -89.21 -89.21 -89.21 -89.21

Odd 63.74 -63.74 -63.74 -63.74 -63.74

Even 75.45 -75.45 -75.45 -75.45 -75.45

Redist M All 89.21 -89.21 -89.21 -89.21 -89.21

Odd 63.74 -63.74 -63.74 -63.74 -63.74


7/11


Location Level 2, Beam on line 6 GRAPH DATA ISUBFRAME ANALYSIS to BS8110:1997


LOADING DIAGRAM 6.648

BEAM 0 27

0 0

SUPPORTS 0 0 4.5 4.5 9 9 13.5 13.5 18 18

-21.27 21.27 -21.27 21.27 -21.27 21.27 -21.27 21.27 -21.27 21.27

D UDL 0 0 4.5 4.5 4.5 9 9 9 13.5 13.5 13.5 18 18 18

0 19.34 19.34 0 19.34 19.34 0 19.34 19.34 0 19.34 19.34 0 19.34

L UDL 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34

D PUDL 0.563 0.563 3.938 3.938 5.063 5.063 8.438 8.438 9.563 9.563 12.94 12.94

19.34 25.47 25.47 19.34 19.34 25.06 25.06 19.34 19.34 25.06 25.06 19.34

L PUDL 19.34 26.01 26.01 19.34 19.34 25.56 25.56 19.34 19.34 25.56 25.56 19.34

PL 1 0 0 4.5 4.5 9 9 13.5 13.5 18 1819.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34

19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34

PL 2 0 0 4.5 4.5 9 9 13.5 13.5 18 18

19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34

19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34 19.34

MOMENT DIAGRAMS

SPAN 1

X 0 0 0.225 0.45 0.675 0.9 1.125 1.35 1.575 1.8 2.025 2.25 2.475 2.7

M(e) all 0 32.91 15.39 -0.756 -15.41 -27.84 -37.92 -45.66 -51.06 -54.11 -54.81 -53.17 -49.18 -42.8

M(e) odd 0 36.21 17.84 0.837 -14.67 -27.95 -38.89 -47.48 -53.73 -57.63 -59.19 -58.4 -55.26 -49.7

M(e) even 0 15.03 5.84 -2.375 -9.571 -15.52 -20.17 -23.54 -25.62 -26.41 -25.91 -24.11 -21.03 -16.6

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 0 25.34 8.206 -7.563 -21.84 -33.89 -43.6 -50.96 -55.97 -58.64 -58.97 -56.95 -52.58 -45.8M(r) odd 0 25.34 7.518 -8.939 -23.9 -36.64 -47.04 -55.09 -60.79 -64.15 -65.16 -63.83 -60.15 -54.1

M(r) even 0 19.54 10.12 1.684 -5.738 -11.91 -16.79 -20.38 -22.69 -23.7 -23.43 -21.86 -19.01 -14.8

70% max 0 25.34 12.49 0.586 -6.7 -10.86 -14.12 -16.48 -17.93 -18.48 -18.13 -16.88 -14.72 -11.67

70% min 0 10.52 4.088 -1.662 -10.79 -19.57 -27.22 -33.24 -37.61 -40.34 -41.43 -40.88 -38.68 -34.8

Lower bound 0 0 0 -8.939 -23.9 -36.64 -47.04 -55.09 -60.79 -64.15 -65.16 -63.83 -60.15 -54.13

Upper bound 0 25.34 12.49 1.684 0 0 0 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 2

Local X 0 0.225 0.45 0.675 0.9 1.125 1.35 1.575 1.8 2.025 2.25 2.475 2.7

X 4.5 4.725 4.95 5.175 5.4 5.625 5.85 6.075 6.3 6.525 6.75 6.975 7.2

M(e) all 82.36 61.92 42.84 25.25 9.829 -3.315 -14.18 -22.76 -29.06 -33.09 -34.83 -34.3 -31.4

M(e) odd 57.4 45.49 34.56 24.64 15.96 8.54 2.393 -2.486 -6.097 -8.438 -9.512 -9.316 -7.852

M(e) even 71.24 50.91 31.95 14.48 -0.833 -13.86 -24.61 -33.08 -39.27 -43.18 -44.81 -44.16 -41.2

Beam0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 82.36 60.91 40.82 22.22 5.789 -8.364 -20.24 -29.83 -37.14 -42.18 -44.93 -45.4 -43.6

M(r) odd 57.4 45.57 34.71 24.86 16.25 8.906 2.832 -1.974 -5.511 -7.78 -8.78 -8.511 -6.974

M(r) even 71.24 50.34 30.82 12.77 -3.104 -16.7 -28.02 -37.06 -43.81 -48.29 -50.49 -50.41 -48.0

70% max 57.65 43.34 29.99 17.68 11.17 5.978 1.675 -1.74 -4.268 -5.907 -6.658 -6.521 -5.496

70% min 40.18 31.84 22.37 10.13 -0.583 -9.704 -17.23 -23.16 -27.49 -30.23 -31.37 -30.91 -28.8

Lower bound 0 0 0 0 -3.104 -16.7 -28.02 -37.06 -43.81 -48.29 -50.49 -50.41 -48.04

Upper bound 82.36 60.91 40.82 24.86 16.25 8.906 2.832 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 3

Local X 0 0.225 0.45 0.675 0.9 1.125 1.35 1.575 1.8 2.025 2.25 2.475 2.7

X 9 9.225 9.45 9.675 9.9 10.13 10.35 10.58 10.8 11.03 11.25 11.48 11.7

M(e) all 71.56 51.86 33.52 16.67 1.992 -10.41 -20.53 -28.38 -33.94 -37.22 -38.22 -36.95 -33.3

M(e) odd 62.62 42.88 24.51 7.628 -7.09 -19.53 -29.69 -37.56 -43.16 -46.48 -47.52 -46.28 -42.7

M(e) even 49.41 38.05 27.66 18.29 10.16 3.29 -2.31 -6.641 -9.703 -11.5 -12.02 -11.28 -9.265

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0M(r) all 50.09 31.46 14.2 -1.573 -15.18 -26.51 -35.56 -42.33 -46.82 -49.03 -48.96 -46.61 -41.9

M(r) odd 50.09 30.98 13.24 -3.021 -17.11 -28.92 -38.46 -45.71 -50.68 -53.37 -53.78 -51.92 -47.7


8/11


Location Level 2, Beam on line 6 GRAPH DATA II

SUBFRAME ANALYSIS to BS8110:1997 Originated from RCC21.xls v2.2 on CD 1999-2003 BCA for RCC

SPAN 4

Local X 0 0.225 0.45 0.675 0.9 1.125 1.35 1.575 1.8 2.025 2.25 2.475 2.7

X 13.5 13.73 13.95 14.18 14.4 14.63 14.85 15.08 15.3 15.53 15.75 15.98 16.2

M(e) all 74.3 54.33 35.72 18.6 3.638 -9.038 -19.44 -27.55 -33.39 -36.95 -38.22 -37.22 -33.9

M(e) odd 51.6 40.02 29.42 19.83 11.47 4.385 -1.434 -5.984 -9.265 -11.28 -12.02 -11.5 -9.70

M(e) even 64.65 44.71 26.14 9.05 -5.872 -18.51 -28.87 -36.96 -42.76 -46.28 -47.52 -46.48 -43.1

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 74.3 53.25 33.57 15.38 -0.655 -14.41 -25.88 -35.07 -41.98 -46.61 -48.96 -49.03 -46.8

M(r) odd 51.6 40.05 29.48 19.93 11.61 4.555 -1.23 -5.746 -8.993 -10.97 -11.68 -11.12 -9.29

M(r) even 64.65 44.08 24.88 7.17 -8.377 -21.64 -32.63 -41.34 -47.77 -51.92 -53.78 -53.37 -50.6

70% max 52.01 38.03 25 13.88 8.03 3.069 -1.004 -4.189 -6.485 -7.894 -8.415 -8.047 -6.79

70% min 36.12 28.01 18.3 6.335 -4.11 -12.96 -20.21 -25.87 -29.93 -32.39 -33.26 -32.54 -30.2Lower bound 0 0 0 0 -8.377 -21.64 -32.63 -41.34 -47.77 -51.92 -53.78 -53.37 -50.6

Upper bound 74.3 53.25 33.57 19.93 11.61 4.555 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 5

Local X 0 0.225 0.45 0.675 0.9 1.125 1.35 1.575 1.8 2.025 2.25 2.475 2.7

X 18 18.23 18.45 18.68 18.9 19.13 19.35 19.58 19.8 20.03 20.25 20.48 20.7

M(e) all 70.29 51.05 33.18 16.8 2.586 -9.35 -19.01 -26.38 -31.48 -34.3 -34.83 -33.09 -29.0

M(e) odd 61.45 42.1 24.11 7.619 -6.711 -18.76 -28.53 -36.02 -41.23 -44.16 -44.81 -43.18 -39.2

M(e) even 48.63 37.6 27.54 18.5 10.69 4.153 -1.117 -5.119 -7.852 -9.316 -9.512 -8.438 -6.09

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 50.09 31.86 15.01 -0.365 -13.57 -24.5 -33.14 -39.51 -43.6 -45.4 -44.93 -42.18 -37.1

M(r) odd 50.09 31.31 13.9 -2.032 -15.79 -27.28 -36.48 -43.4 -48.04 -50.41 -50.49 -48.29 -43.8

M(r) even 50.09 38.98 28.86 19.74 11.86 5.25 -0.093 -4.168 -6.974 -8.511 -8.78 -7.78 -5.51

70% max 49.2 35.74 23.23 12.95 7.484 2.907 -0.782 -3.583 -5.496 -6.521 -6.658 -5.907 -4.26

70% min 34.04 26.32 16.88 5.333 -4.698 -13.13 -19.97 -25.21 -28.86 -30.91 -31.37 -30.23 -27.4Lower bound 0 0 0 -2.032 -15.79 -27.28 -36.48 -43.4 -48.04 -50.41 -50.49 -48.29 -43.8

Upper bound 50.09 38.98 28.86 19.74 11.86 5.25 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

SPAN 6

Local X 0 0.225 0.45 0.675 0.9 1.125 1.35 1.575 1.8 2.025 2.25 2.475 2.7

X 22.5 22.73 22.95 23.18 23.4 23.63 23.85 24.08 24.3 24.53 24.75 24.98 25.2

M(e) all 89.21 66.07 44.29 24 5.944 -9.772 -23.14 -34.17 -42.84 -49.18 -53.17 -54.81 -54.1

M(e) odd 63.74 49.67 36.59 24.52 13.71 4.179 -4.059 -11.01 -16.67 -21.03 -24.11 -25.91 -26.4

M(e) even 75.45 53.16 32.23 12.8 -4.406 -19.27 -31.78 -41.96 -49.78 -55.26 -58.4 -59.19 -57.6

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

M(r) all 89.21 65.69 43.53 22.87 4.431 -11.66 -25.41 -36.81 -45.87 -52.58 -56.95 -58.97 -58.6

M(r) odd 63.74 49.9 37.04 25.2 14.61 5.307 -2.706 -9.428 -14.86 -19.01 -21.86 -23.43 -23.7

M(r) even 75.45 52.61 31.15 11.17 -6.578 -21.98 -35.04 -45.76 -54.13 -60.15 -63.83 -65.16 -64.1

70% max 62.45 46.25 31 17.17 9.594 2.925 -2.841 -7.705 -11.67 -14.72 -16.88 -18.13 -18.470% min 44.62 34.77 22.56 8.961 -3.084 -13.49 -22.25 -29.37 -34.85 -38.68 -40.88 -41.43 -40.3

Lower bound 0 0 0 0 -6.578 -21.98 -35.04 -45.76 -54.13 -60.15 -63.83 -65.16 -64.1

Upper bound 89.21 65.69 43.53 25.2 14.61 5.307 0 0 0 0 0 0 0

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0

SHEAR FORCE DIAGRAMSSPAN 1 SPAN 2

Local X 0 0 0 0 0 0 4.5 0 0 0 0 0 4.5

X 0 0 0 0 0 0 4.5 4.5 4.5 4.5 4.5 4.5 9

V(e) all 0 80.9 80.9 80.9 80.9 80.9 -105.9 93.91 93.91 93.91 93.91 93.91 -88.5

V(e) odd 0 84.69 84.69 84.69 84.69 84.69 -102.1 55.12 55.12 55.12 55.12 55.12 -51.2

V(e) even 0 43.04 43.04 43.04 43.04 43.04 -64.68 93.41 93.41 93.41 93.41 93.41 -89.0

V(r) all 0 79.22 79.22 79.22 79.22 79.22 -107.6 98.4 98.4 98.4 98.4 98.4 -84.0

V(r) odd 0 82.28 82.28 82.28 82.28 82.28 -104.5 54.79 54.79 54.79 54.79 54.79 -51.5V(r) even 0 44.04 44.04 44.04 44.04 44.04 -63.68 95.93 95.93 95.93 95.93 95.93 -86.5

Beam 0 0 0 0 0 0 0 0 0 0 0 0 0


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Disclaimer

Status of spreadsheet

Public release version.

Revision history RCC21 S

Date Version

3-Dec-04 RCC21 v2.2

21-Jan-03 RCC21 v2.1

11-Oct-02 RCC21 v2.0

6-Dec-01 RCC21 v1.3

5-May-01 RCC21 v1.2

28-Sep-99 RCC21 v1.1

4-Aug-99 RCC21 v1.0

All advice or information fro

those who will evaluate the

application. No liability (incl

accepted by the BCA, RCsoftware and publications ar

possession of the latest versi

This spreadsheet should be

design to BS 8110 and EC2

RG45 6YS.


10/11

ubframe Analysis

Action Size (kB)

Algorithms added for reverse support moments and shears. 829

DETR logo replaced by DTI. 843

Version 2 enhancements 848

kNm/m changed to kNm in ACTIONS!J23:J26. 756

Warning message corrected in MAIN:L39 etc 756

UCL comments incorporated 756

First public release

Incorporates b version comments.766

the British Cement Association and/or Reinforced Concrete Council is intended for

significance and limitations of its contents and take responsibility for its use and

ding that for negligence) for any loss resulting from such advice or information is

or their subcontractors, suppliers or advisors. Users should note that all BCAsubject to revision from time to time and should therefore ensure that they are in

on.

used in compliance with the accompanying publication 'Spreadsheets for concrete

' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire

This spreadsheet is shareware. It may be distributed freely, but may not be

used for commercial purposes until the user has registered with the RCC.


11/11