A 12.50mm x 150mm plate is connected to a gusset9.5 mm gusset plateplate having a thickness of 9.50mm. Diameter of bolt = 21mm. Boththe tension member and gusset plate are of A36 steel; Fy = 248MPA,Fu = 400MPA12.5 mm x 150 mm plate4080Shear stress of bolt Fnv = 330Mpa. Use LRFD Method;40a. Determine the shear strength of the connection.b. Determine the bearing strength of the connectionc. Determine the block shear strength of the connection.40 80 40

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A 12.50mm x 150mm plate is connected to a gusset 9.5 mm gusset plate plate having a thickness of 9.50mm. Diameter of bolt = 21mm. Both the tension member and gusset plate are of A36 steel; Fy = 248MPA, Fu = 400MPA 12.5 mm x 150 mm plat 40 80 Shear stress of bolt Fnv = 330Mpa. Use LRFD Method; 40 ! a. Determine the shear strength of the connection. b. Determine the bearing strength of the connection c. Determine the block shear strength of the connection. 40 80 40

A 12.50mm x 150mm plate is connected to a gusset 9.5 mm gusset plate plate having a thickness of 9.50mm. Diameter of bolt = 21mm. Both the tension member and gusset plate are of A36 steel; Fy = 248MPA, Fu = 400MPA 12.5 mm x 150 mm plat 40 80 Shear stress of bolt Fnv = 330Mpa. Use LRFD Method; 40 ! a. Determine the shear strength of the connection. b. Determine the bearing strength of the connection c. Determine the block shear strength of the connection. 40 80 40

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.2P

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