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 0000 190000 90 50.0000 80.0000 B A 50.0000 80.0000 -2.5 m -70.0000- 个 70.000 A 5.0 m ✈T

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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
Transcribed Image Text: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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