Joint Geometry
Cross - Plate Combination
GEOMETRY CONTROLS
Distance between bolts
s min ≥ 3d | ÇYTHYEDY 13.3.6 |
|
|
s | 60 mm |
|
|
d | 20 mm | s =60 mm > smin = 3*20=60 mm | √ |
Horizontal Edge Distance
L eh ≥ L e- min | ÇYTHYEDY 13.3.7 |
|
|
L eh | 33.5 mm |
| √ |
L e- min | 26 mm | Minimum distance check according to Table 13.9 | √ |
Vertical Edge Distance
L ev ≥ L e- min | ÇYTHYEDY 13.3.7 |
|
|
L ev | 40 mm | Conformity check for L eh ≥ 2d = 2 * 20 = 40 mm application | √ |
L e- min | 26 mm | Minimum distance check according to Table 13.9 | √ |
Welding Thickness
a ≥ a min | ÇYTHYEDY 13.3.7 |
|
|
a | 4 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Strength Controls
Slip on Cross Bolt
A b |  |
Fn |  |
Rn |  |
ΦRn |  |
Required | Ready | Rate | Control |
|---|---|---|---|
367,989 kN | 424.115 kN | 0.868 | √ |
Crushing in Plate Bolt Hole
d h | 20+2=22 mm |
|
Lc,edge |  |
|
Rn |  | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b |
Rn-edge |  |
|
Lc,spacing |  |
|
Rn-spacing |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
367,989 kN | 906.912 kN | 0.406 | √ |
Crushing in Plate Bolt Hole
d h | 20+2=22 mm |
|
Lc,edge | |
|
Rn | | ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b |
Rn-edge |  |
|
Lc,spacing | |
|
Rn-spacing |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
367,989 kN | 566.82 kN | 0.649 | √ |
Welding Strength
Fe | 490000 kN/m2 |
in | The weld thickness taken from the combination menu is 0.707 * w value. 4 / 0.707 = 5.658 mm |
F u-plate | 469.999 N/mm2 |
F u-embers | 410 N/mm2 |
tplate | 16 mm |
t brace | 10 mm |
R nw |  |
Rn-plate |  |
Rn-brace |  |
RnBM |  |
Rn |  |
ΦRn | 
|
Required | Ready | Rate | Control |
|---|---|---|---|
367,989 kN | 493.92 kN | 0.745 | √ |
Whitmore Section Buckling
TO | 0.65 |
|
L | 153.5 mm |
|
r | 2.887 mm |
|
KL / r | 34.56 |
|
Fy | 355 N/mm2 |
|
Ag | 1881.409 mm2 |
|
Fe |  |
|
|  |
|
|  |
|
Fcr |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
367,989 kN | 549.42 kN | 0.670 | √ |
Plate Pressure Flow
TO | 0.65 |
|
L | 60 mm |
|
r | 4.619 mm |
|
KL / r | 8.44 |
|
Fy | 355 N/mm2 |
|
Ag | 2991.995 mm2 |
|
Rn |  | ÇYTHYEDY 13.20 |
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
367,989 kN | 955,942 kN | 0.385 | √ |
Flag Plate Support Combination
GEOMETRY CONTROLS
Welding Thickness
a ≥ a min | ÇYTHYEDY 13.3.7 |
|
|
a | 4 mm |
| √ |
a min | 3.5 mm | Table 13.4 | √ |
Strength Controls
Sheet Axial Flow
F y | 355 N/mm2 |
|
WITH |  |
|
F a |  |
|
N | 260,207 kN |
|
M | 10.775 kNm |
|
tg | 10 mm |
|
l g | 347.279 mm |
|
F b |  |
|
Fn |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
110666.08 kN/m2 | 319500 kN/m2 | 0.346 | √ |
Sheet Shear Flow
F y | 355 N/mm2 |
|
V | 260,207 kN |
|
tg | 10 mm |
|
l g | 347.279 mm |
|
Fv |  |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
74927.3 kN/m2 | 213000 kN/m2 | 0.352 | √ |
Welding Strength
Fpeak |  |
|
Favg |  |
|
R req |  | ÇYTHYEDY 13.3 |
tg | 10 mm |
|
in | 5.658 mm |
|
F e | 480000 kN/m2 |
|
θ | 55.9 ° |
|
Rn |  |
|
ΦRn |  |
|
Required | Ready | Rate | Control |
|---|---|---|---|
1363.764 kN/m | 2428.6 kN/m | 0.562 | √ |