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

smin ≥ 3d       

ÇYTHYEDY 13.3.6

 

 

s

60 mm

 

 

d

20 mm

s =60 mm > smin = 3*16=48 mm

Horizontal Edge Distance

Leh ≥ Le-min     

ÇYTHYEDY 13.3.7

 

 

Leh

40 mm

L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application

Le-min

22 mm

Minimum distance check according to Table 13.9

Vertical Edge Distance

Lev ≥ Le-min     

ÇYTHYEDY 13.3.7

 

 

Lev

40 mm

L eh ≥ 2d = 2 * 16 = 32 mm conformity check for application

Le-min

22 mm

Minimum distance check according to Table 13.9

Weld Thickness

a ≥ amin     

ÇYTHYEDY 13.3.7

 

 

a

5 mm

 

amin

3.5 mm

Table 13.4

Erection Stability

L ≥ hb /  2

ÇYTHYEDY 13.3.7

 

 

L

150 mm

 

 

hb

190.4 mm

L=150 > 190.4/2=95.2 mm

Strength Checks

Bolt Shear at Support

Ab

 

Fnv

 

Rn

ÇYTHYEDY 13.10b

Rn / Ω

 

Required

Available

Ratio

Control

Required

Available

Ratio

Control

31.564 kN

144,765 kN

0.218

Bolt Bearing on Support

dh

16+2=18 mm

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Lc,spacing

 

Rn-spacing

 

Rn / Ω

 

Required

Available

Ratio

Control

Required

Available

Ratio

Control

31.564 kN

197,853 kN

0.160

Bolt Bearing on Plate

dh

16+2=18 mm

 

Lc,edge

 

Rn

ÇYTHYEDY 13.3.13

Equation 13.14a and13.14b

Rn-edge

 

Lc,spacing

 

Rn-spacing

 

Rn

 

Rn / Ω

 

Required

Available

Ratio

Control

Required

Available

Ratio

Control

31.564 kN

334,399 kN

0.094

Beam Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

Rn / Ω

 

Required

Available

Ratio

Control

Required

Available

Ratio

Control

31.564 kN

122,166 kN

0.258

Plate Shear Yield

Ag

 

Fy

235.359 N/mm2

 

Rn

ÇYTHYEDY 13.17

Rn / Ω

 

Required

Ready

Ratio

Control

Required

Ready

Ratio

Control

31.564 kN

338.77 kN

0.093

Plate Shear Rupture

Anv

 

Fu

362.846 N/mm2

 

Rn

ÇYTHYEDY 13.18

Rn / Ω

 

Required

Available

Rate

Control

Required

Available

Rate

Control

31.564 kN

287,374 kN

0.110

Plate Block Shear Rupture

Ag

 

Anv

 

Ae.g.

 

Fy

235.359 N/mm2

 

Fu

362.846 N/mm2

 

Ubs

1

 

 

 

Rn

ÇYTHYEDY 13.19

Rn / Ω

 

Required

Available

Ratio

Control

Required

Available

Ratio

Control

31.564 kN

308,556 kN

0.102

Weld Strength

Fe

480000 kN/m2

w

The weld thickness taken from the combination menu is 0.707 * w value. 5 / 0.707 = 7.07 mm

Fu

362.846  N/mm2

t

6.2 mm

l

135.856 mm

Rnw

RnBM

Rn

Rn / Ω

Required

Available

Ratio

Control

Required

Available

Ratio

Control

31.564 kN

91.688 kN

0.344



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End Plate Shear Connetion Report