From the truss shown, design all the tensionmembers using an unequal leg angle with a bof 127mm and is bolted as shown. Use A36steel and check for all the failures.51.000045.0000PDL = 150 KNPLL = 90 KNPLr = 60 kN-3.0 m45.0000 51.0000B50.0000 80.0000- -70.0000个↑80.000070.00050.0000-2.5 m-A-5.0 mT

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Answered: From the truss shown, design all the…

From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm and is bolted as shown. Use A36 steel and check for all the failures.

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 shown, design all the tension
members using an unequal leg angle with a b
of 127mm and is bolted as shown. Use A36
steel and check for all the failures.
51.0000
45.0000
PDL = 150 KN
PLL = 90 KN
PLr = 60 kN
-3.0 m
45.0000 51.0000
B
50.0000 80.0000- -70.0000
个
↑
80.0000
70.000
50.0000
-2.5 m-
A
-5.0 m
T

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