In the connection shown in Figure 5, ASTM A572 Grade 50 steel is used for tension member (C10-20), A36 steel is used for the gusset plate (t = ½ in.). The holes are for 1-inch bolts. What is the maximum factored block shear strength in LRFD for this connection? Note: You must check both, the tension member and the gusset plate, for block shear.

In the connection shown in Figure 5, ASTM A572 Grade 50 steel is used for tension member (C10-20), A36 steel is used for the gusset plate (t = ½ in.). The holes are for 1-inch bolts. What is the maximum factored block shear strength in LRFD for this connection? Note: You must check both, the tension member and the gusset plate, for block shear.

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 7.9.3P

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