Q2: Determine the load capacity of a C8 x 11.5 tension member connected to a (3/4 in.) gusset plate with A325- 78 in. diameter bolts, bearing type connection and threads are excluded from shear plane as shown in Figure below. Assume that (Ae 0.85 An)? (use: Le= 1.5 in. and S= 3 in.). Also use A572 Grade 50 (Fy=50ksi and Fu=65ksi) for the member and gusset plate. O o o C8 x 11.5

Q2: Determine the load capacity of a C8 x 11.5 tension member connected to a (3/4 in.) gusset plate with A325- 78 in. diameter bolts, bearing type connection and threads are excluded from shear plane as shown in Figure below. Assume that (Ae 0.85 An)? (use: Le= 1.5 in. and S= 3 in.). Also use A572 Grade 50 (Fy=50ksi and Fu=65ksi) for the member and gusset plate. O o o C8 x 11.5

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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