# 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.

### 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

31.564 kN

144,765 kN

0.218

#### Bolt Bearing on Support

 dh 16+2=18 mm Rn ÇYTHYEDY 13.3.13Equation 13.14a and13.14b Lc,spacing Rn-spacing Rn / Ω

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 13.3.13Equation 13.14a and13.14b Rn-edge Lc,spacing Rn-spacing Rn Rn / Ω

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

31.564 kN

122,166 kN

0.258

#### Plate Shear Yield

 Ag Fy 235.359 N/mm2 Rn ÇYTHYEDY 13.17 Rn / Ω

Required

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

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

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

31.564 kN

91.688 kN

0.344

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