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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5cb8afcd-0b1e-4599-b011-367f9233f067%2F8b854a49-80c5-4012-9c69-d0223ea96c92%2Ff67o0sg_processed.jpeg&w=3840&q=75)
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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VIEWStep 4: Requirements of tension member AC
VIEWStep 5: Net area of tension member AC
VIEWStep 6: Design section for tension member AC using NSCP 2015
VIEWStep 7: Requirements of tension member AD
VIEWStep 8: Net area of tension member AD
VIEWStep 9: Design section for tension member AD using NSCP 2015
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