S₂ S₂ Sa S₂ * O O 0 S₁ = P t = 30mm S₁ S₂ = 40 mm dbn = 28 mm Fy = 345 Mpa Fu- 450 MPa 1.) Determine the allowable and design capacity of the connection based on tension yielding capacity in KN. 2.) Determine the live load (KN) on the connection if DL = 175 KN considering tension rupture. (LRFD) Determine the live load (KN) on the connection if DL = 175 KN considering tension rupture. (ASD) 20 mm

S₂ S₂ Sa S₂ * O O 0 S₁ = P t = 30mm S₁ S₂ = 40 mm dbn = 28 mm Fy = 345 Mpa Fu- 450 MPa 1.) Determine the allowable and design capacity of the connection based on tension yielding capacity in KN. 2.) Determine the live load (KN) on the connection if DL = 175 KN considering tension rupture. (LRFD) Determine the live load (KN) on the connection if DL = 175 KN considering tension rupture. (ASD) 20 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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