3. Determine the maximum tensile capacity of a L 178 x 102 x 19 angle asshown below if bolt diameter = 24 mm. The long leg of the member isconnected to a 24mm thick guest plate. Use A572M gr.345 steel material.Ta76 → 76VL178x102x19 mam76765384. The tension member shown below is a C 310 x 30.8 of A572M gr 345 steelmaterials. Will it safely support a service dead load of 265 kN and a servicelive load of 555 kN.

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Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as shown below if bolt diameter = 24 mm. The long leg of the member is connected to a 24mm thick guest plate. Use A572M gr.345 steel material. F 76 76 Ea L178x102x19 mm, 76 l -76- 1 38 92 93

Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as shown below if bolt diameter = 24 mm. The long leg of the member is connected to a 24mm thick guest plate. Use A572M gr.345 steel material. F 76 76 Ea L178x102x19 mm, 76 l -76- 1 38 92 93

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.3.2P

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Question

3. Determine the maximum tensile capacity of a L 178 x 102 x 19 angle as
shown below if bolt diameter = 24 mm. The long leg of the member is
connected to a 24mm thick guest plate. Use A572M gr.345 steel material.
Ta
76 → 76
V
L178x102x19 mam
76
76
5
38
4. The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel
materials. Will it safely support a service dead load of 265 kN and a service
live load of 555 kN.

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