Imbinare IPE450-IPE3602. Input data of the connection BTMP32.1.
Data of Main Beam
Type..................................................................
IPE450 Steel
grade............................................................
Fe510
Height...................................................................
450 mm
Width....................................................................
190 mm Web
thickness............................................................
9.4 mm Flange
thickness........................................................
14.6 mm2.2. Data of Secondary Beam
Type..................................................................
IPE360 Steel
grade............................................................
Fe510
Height...................................................................
360 mm
Width....................................................................
170 mm Web
thickness..............................................................
8 mm Flange
thickness........................................................
12.7 mm2.3. Data of Angle Cleats Angle Cleats
Type.................................................... L120*12
Number of angle
cleats..................................................... 22.4.
Data of Main Beam's Part of the Connection Bolts
type...............................................................
M12 Bolt's steel
grade....................................................... 8.8
Number of bolt
rows........................................................ 2
Number of bolt
columns..................................................... 2 Rows
distance from plates
edge............................................ 50 mm Columns
distance from plates edge.........................................
40 mm Distance between bolt
columns............................................. 40 mm Distance
between bolt rows................................................
50 mm Distance
W1...............................................................
40 mm The shear plane passes trough the threaded por. of the
bolt............... NO2.5. Data of Secondary Beam's Part of the
Connection Bolts
type...............................................................
M12 Bolt's steel
grade....................................................... 8.8
Number of bolt
rows........................................................ 3
Number of bolt
columns..................................................... 2 Rows
distance from plates
edge............................................ 35 mm Columns
distance from plates edge.........................................
40 mm Distance between bolt
columns............................................. 40 mm Distance
between bolt rows................................................
40 mm Distance
W1...............................................................
40 mm The shear plane passes trough the threaded por. of the
bolt.............. YES2.6. Cuts on Secondary BeamUpper Cut Height
:..................................................................
30 mm Width
:..................................................................
100 mm3. Strength Results - Node : -99 LC : -993.1. Applied Forces
Shear
Left............................................................
114,68 kN Shear
Right.............................................................
0,00 kN3.2. Main Beam Connection Part Bolt's resistance in
Shear............................................. 43,39 kN Cleat's
resistance in Bearing.........................................
146,88 kN Min Shear resistance of
bolt........................................... 43,39 kN (Applied
Shear / Shear Strength) = (14,34 / 43,39) = 0,33 <
1............... O.K. Beam's Web in
Bearing................................................. 115,06 kN
(Applied Shear / Shear Strength) = (14,34 / 115,06) = 0,12 <
1.............. O.K. Strength of Cleat in
Shear............................................ 335,39 kN
(Applied shear / Strength of Plate in Shear) = (57,34 / 335,39) =
0,17 < 1.. O.K. Strength of Cleat in
Rupture.......................................... 447,18 kN
(Applied Rupt. Force / Rupture Stength) = (57,34 / 447,18) = 0,13
< 1....... O.K. (Applied Rupt. Force / Rupture Stength) = (57,34
/ 447,18) = 0,13 < 1....... O.K.3.3. Secondary Beam Connection
Part Bolt's Resistance in
Shear............................................. 53,95 kN Bolt's
Resistance in Bearing...........................................
75,95 kN Min Shear resistance of
bolt........................................... 53,95 kN (Applied
Shear / Shear Strength) = (46,75 / 53,95) = 0,87 <
1............... O.K. Strength of Cleat in
Rupture.......................................... 670,78 kN
Strength of Beam in
Rupture........................................... 363,52 kN Min
Strength in Rupture...............................................
363,52 kN (Max Rupture Force / Min Strength in Rupture) = (114,68 /
363,52) = 0,32 ... O.K. Strength of Beam in
Shear............................................. 550,67 kN
Applied
Shear.........................................................
114,68 kN (Applied Shear / Shear Strength) = (114,68 / 550,67) =
0,21 < 1............. O.K. Strength of Beam in
Moment............................................. 73,51 KNm
Applied
Moment.........................................................
12,61 KNm (Applied Moment / Moment Strength) = (12,61 / 73,51) =
0,17 < 1............. O.K. Strength of Cleat in
Shear............................................ 335,39 kN Applied
Shear..........................................................
57,34 kN (Applied Shear / Shear Strength) = (57,34 / 335,39) = 0,17
< 1.............. O.K. Strength of Cleat in
Moment............................................ 21,78 kN Applied
Moment..........................................................
3,44 kN (Applied Moment / Moment Strength) = (3,44 / 21,78) = 0,16
< 1.............. O.K.4. Summary4.1. Summary Table Nodes Loadcas
Maximum M_B BSh M_B ClB M_B WbB M_B CSh M_B CRu S_B BSh S_B BoB S_B
CRu S_B BRu S_B BSh -99 -99 0,87 0,33 0,10 0,12 0,17 0,13 0,87 0,62
0,09 0,32 0,21 S_B BMo S_B CSh S_B CMo 0,17 0,17 0,16 4.2.
LegendMaximum -> The Maximum ratioM_B BSh -> Main Beam's
Bolts in ShearM_B ClB -> Main Beam's Angle Cleat in BearingM_B
WbB -> Main Beam's Web in BearingM_B CSh -> Main Beam's Angle
Cleat in ShearM_B CRu -> Main Beam's Angle Cleat in RuptureS_B
BSh -> Secondary Beam's Bolts in ShearS_B BoB -> Secondary
Beam's Bolts in BearingS_B CRu -> Secondary Beam's Angle Cleat
in RuptureS_B BRu -> Secondary Beam in RuptureS_B BSh ->
Secondary Beam in BearingS_B BMo -> Secondary Beam in MomentS_B
CSh -> Secondary Beam's Angle Cleat in ShearS_B CMo ->
Secondary Beam's Angle Cleat in Moment
