PROBLEM: An A50 steel truss is subjected to dead loads as shown. REQUIRED: Investigate the adequacy of the following A50 steel truss members: (1) 1- top chord (AE, EF, & DF) & 1- bottom chord (AB, BC & CD) made of L150x150x8; & (2) 1- web member (BE, BF & CF) made of L100x100x10, based on LRFD - NSCP 2010 by considering the most critical member only. For tension members, use M=wL²/10 & Fy=351 MPa. All load units in KN & tabulate the results based on the complete analysis of truss. Write your conclusions for each member. 1.00 m 4.10 m F B D=110 D=110 3 PANELS @ 5m= 15 m E 3.10 m

PROBLEM: An A50 steel truss is subjected to dead loads as shown. REQUIRED: Investigate the adequacy of the following A50 steel truss members: (1) 1- top chord (AE, EF, & DF) & 1- bottom chord (AB, BC & CD) made of L150x150x8; & (2) 1- web member (BE, BF & CF) made of L100x100x10, based on LRFD - NSCP 2010 by considering the most critical member only. For tension members, use M=wL²/10 & Fy=351 MPa. All load units in KN & tabulate the results based on the complete analysis of truss. Write your conclusions for each member. 1.00 m 4.10 m F B D=110 D=110 3 PANELS @ 5m= 15 m E 3.10 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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