The truss shown is constructed using 2L8x8x1/2 members. P = 120kips and L = 7ft. 2P P 60° 45° D TATUTUL Determine the nominal weight of the cross-section in units of lb/ft. Calculate the self-weight of the truss in units of kips. Calculate the axial force in member AB in units of kips (do not include the self-weight). B 30°

The truss shown is constructed using 2L8x8x1/2 members. P = 120kips and L = 7ft. 2P P 60° 45° D TATUTUL Determine the nominal weight of the cross-section in units of lb/ft. Calculate the self-weight of the truss in units of kips. Calculate the axial force in member AB in units of kips (do not include the self-weight). B 30°

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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