End Plate Shear Connection

The end plate connection is a type of non-moment-transferring connection (slip connection) that is bolted to the body of the profile by welding. Bolt control, weld control and plate control are performed automatically according to the placement of the elements of the connection. Connection design with single plate is made automatically according to the Design, Calculation and Construction Principles of Steel Structures (ÇYTHYEDY) (GKT and YDKT) or AISC 360-16 (ASD and LRFD) regulations and the connection report is generated.

In the end plate connection calculation, distance control between bolts, horizontal and vertical edge distance control, weld thickness control, mounting stability controls are made as geometry control. As strength control, slip on support bolts, crushing in support profile and plate bolt hole, beam and plate slip slip, beam and plate shear failure, plate block slip, weld strength controls are made.

Connection Geometry

Geometry Checks

Bolt Spacing

s_min ≥ 3d	ÇYTHYEDY 13.3.6
s	60 mm
d	20 mm	s =60 mm > s_min = 3*16=48 mm	√

Horizontal Edge Distance

L_eh ≥ L_e-min	ÇYTHYEDY 13.3.7
L_eh	40 mm	L _eh ≥ 2d = 2 * 16 = 32 mm conformity check for application	√
L_e-min	22 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	L _eh ≥ 2d = 2 * 16 = 32 mm conformity check for application	√
L_e-min	22 mm	Minimum distance check according to Table 13.9	√

Weld Thickness

a ≥ a_min	ÇYTHYEDY 13.3.7
a	5 mm		√
a_min	3.5 mm	Table 13.4	√

Erection Stability

L≥ h_b / 2	ÇYTHYEDY 13.3.7
L	150 mm
h_b	190.4 mm	L=150 > 190.4/2=95.2 mm	√

Strength Checks

Bolt Shear at Support

A_b
F_nv
R_n		ÇYTHYEDY 13.10b
R_n / Ω

Required	Available	Ratio	Control
31.564 kN	144,765 kN	0.218	√

Bolt Bearing on Support

d_h	16+2=18 mm
R_n		ÇYTHYEDY 13.3.13 Equation 13.14a and13.14b
L_c,spacing
R_n-spacing
R_n / Ω

Required	Available	Ratio	Control
31.564 kN	197,853 kN	0.160	√

Bolt Bearing on Plate

d_h	16+2=18 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
R_n / Ω

Required	Available	Ratio	Control
31.564 kN	334,399 kN	0.094	√

Beam Shear Yield

A_g
F_y	235.359 N/mm²
R_n		ÇYTHYEDY 13.17
R_n / Ω

Required	Available	Ratio	Control
31.564 kN	122,166 kN	0.258	√

Plate Shear Yield

A_g
F_y	235.359 N/mm²
R_n		ÇYTHYEDY 13.17
R_n / Ω

Required	Ready	Ratio	Control
31.564 kN	338.77 kN	0.093	√

Plate Shear Rupture

A_nv
F_u	362.846 N/mm²
R_n		ÇYTHYEDY 13.18
R_n / Ω

Required	Available	Rate	Control
31.564 kN	287,374 kN	0.110	√

Plate Block Shear Rupture

A_g
A_nv
A_e.g.
F_y	235.359 N/mm²
F_u	362.846 N/mm²
U_bs	1

R_n		ÇYTHYEDY 13.19
R_n / Ω

Required	Available	Ratio	Control
31.564 kN	308,556 kN	0.102	√

Weld Strength

F_e	480000 kN/m²
w	The weld thickness taken from the combination menu is 0.707 * w value. 5 / 0.707 = 7.07 mm
F_u	362.846 N/mm²
t	6.2 mm
l	135.856 mm
R_nw
R_nBM
R_n
R_n / Ω

Required	Available	Ratio	Control
31.564 kN	91.688 kN	0.344	√

End Plate Shear Connetion Report

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End Plate Shear Connetion Report

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