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 436 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. T/2 - W310x44 5 T/2 - 一オ 260 20mm Diamcter Rivets

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 436 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. T/2 - W310x44 5 T/2 - 一オ 260 20mm Diamcter Rivets

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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Pls answer both question, you'll get a like ty <33 Dont round off initial values, only round off in final answer ty
please include the FBD
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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 436 steel and the AISC LRFD specification. The combined overload factor for dead and live load is to be 1.38. T2 T. T/2 20mm Diameter Rivets 2@60 Figure. Problem 6 (The shown dimensions are in mm)
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