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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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Step 1: Given Data
VIEWStep 2: Reactions
VIEWStep 3: Force in members
VIEWStep 4: Requirements of tension member AC
VIEWStep 5: Net area of tension member AC
VIEWStep 6: Design section for tension member AC
VIEWStep 7: Requirements of tension member AD
VIEWStep 8: Net area of tension member AD
VIEWStep 9: Design section for tension member AD
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