Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at eachcritical section and use 436 steel and the AISC LRFD specification. The combined overloadfactor for dead and live load is to be 1.38.T2T.T/220mm Diameter Rivets2@60Figure. Problem 6 (The shown dimensions are in mm)

given data,cover plate thickness=20mmmain plate thickness=44.5mmtake maximum plate…

Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use A36 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. w310×44.5 20mm Diameter Rivets 2@60 t mur Figure. Problem 6 (The shown dimensions are in mm)

Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a pair of 160x20mm gusset plates as shown in figure. Assume 4 holes at each critical section and use A36 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. w310×44.5 20mm Diameter Rivets 2@60 t mur Figure. Problem 6 (The shown dimensions are in mm)

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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