steel connection capacity

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Tensile Comp. 800WB 4 250 600 8-M30 40 8 1200 -3300 700WB 4 200 500 8-M30 32 8 1200 -2200 610UB 2 150 400 4-M30 32 6 600 -1900 530UB 2 150 350 4-M24 25 6 380 -1200 460UB 2 150 300 4-M24 25 6 350 -1300 410UB 2 150 250 4-M20 20 6 260 -800 360UB 2 150 250 4-M20 20 6 260 -900 310UB 2 150 180 4-M20 20 6 260 -900 310UC 2 250 180 4-M30 32 6 600 -1600 250UB 2 130 150 4-M20 20 6 260 -1000 250UC 2 200 150 4-M24 28 6 380 -1400 200UB 2 120 120 4-M20 20 6 260 -800 200UC 2 150 120 4-M20 20 6 260 -900 TYPICAL BASE PLATE CONNECTIONS 10% axial force AXIAL FORCE CAPACITY (kN) Column Size "N" Rows Bolts Plate Thickness (mm) Tw (mm) X (mm) Y (mm) Shear (kN)

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steel connection capacity

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Page 1: Steel Connection Capacity

Tensile Comp.

800WB 4 250 600 8­M30 40 8 1200 ­3300

700WB 4 200 500 8­M30 32 8 1200 ­2200

610UB 2 150 400 4­M30 32 6 600 ­1900

530UB 2 150 350 4­M24 25 6 380 ­1200

460UB 2 150 300 4­M24 25 6 350 ­1300

410UB 2 150 250 4­M20 20 6 260 ­800

360UB 2 150 250 4­M20 20 6 260 ­900

310UB 2 150 180 4­M20 20 6 260 ­900

310UC 2 250 180 4­M30 32 6 600 ­1600

250UB 2 130 150 4­M20 20 6 260 ­1000

250UC 2 200 150 4­M24 28 6 380 ­1400

200UB 2 120 120 4­M20 20 6 260 ­800

200UC 2 150 120 4­M20 20 6 260 ­900

TYPICAL BASE PLATE CONNECTIONS

10% axialforce

AXIAL FORCECAPACITY (kN)Column

Size"N"

Rows BoltsPlate

Thickness(mm)

Tw(mm)X (mm) Y (mm) Shear (kN)