Page Comparison

Versions Compared

Key

This line was added.
This line was removed.
Formatting was changed.

Table of Contents

...

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 > s_min = 3*20=60 mm	√

Horizontal Edge Distance

L _eh ≥ L _{e- min}	ÇYTHYEDY 13.3.7
L _eh	57 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	45 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
F_n
R_n
ΦR_n

Required	Ready	Rate	Control
169.593 kN	212.058 kN	0.800	√

Crushing in Plate Bolt Hole

d _h	20+2=22 mm
L_c,edge
R_n		ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b
R_n-edge
L_c,spacing
R_n-spacing
R_n
ΦR_n

Required	Ready	Rate	Control
169.593 kN	456.84 kN	0.371	√

Crushing in Plate Bolt Hole

d _h	20+2=22 mm
L_c,edge
R_n		ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b
R_n-edge
L_c,spacing
R_n-spacing
R_n
ΦR_n

Required	Ready	Rate	Control
169.593 kN	304.56 kN	0.557	√

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
t_plate	15 mm
t _brace	15 mm
lw	150 mm
R _nw
R_n-plate
R_n-brace
R_nBM
Rn
ΦR_n

Required	Ready	Rate	Control
169.593 kN	529.2 kN	0.320	√

Whitmore Section Pressure Flow

TO	0.65
L	0 mm
r	2.887 mm
KL / r	0
Fy	355 N/mm²
Ag	1292.82 mm²
Rn		ÇYTHYEDY 13.20
ΦR_n

Required	Ready	Rate	Control
169.593 kN	413,056 kN	0.411	√

Plate Pressure Flow

TO	0.65
L	65 mm
r	4.33 mm
KL / r	9.76
Fy	355 N/mm²
Ag	2009.999 mm²
Rn		ÇYTHYEDY 13.20
ΦR_n

...