From the Truss member shown, design all the tension members for ASD and LRFD, if the connection for the angle bars are shown. Use A36 STEEL. + 2 m 2m 100 mm 150 mm B SERVICE DEAD LOAD=300 KN SERVICE LIVE LOAD = 200 KN 2 m D 2 m AUMIV 2.5 m

From the Truss member shown, design all the tension members for ASD and LRFD, if the connection for the angle bars are shown. Use A36 STEEL. + 2 m 2m 100 mm 150 mm B SERVICE DEAD LOAD=300 KN SERVICE LIVE LOAD = 200 KN 2 m D 2 m AUMIV 2.5 m

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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Question

From the Truss member shown, design all the tension members for ASD and LRFD, if the
connection for the angle bars are shown. Use A36 STEEL.
100 mm
150 mm
2.5 m
B
SERVICE DEAD LOAD =300 KN
SERVICE LIVE LOAD = 200 KN
2 m
2 m
2 m
2 m

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