A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a cross-sectional area of 1.5 in.2. Assume lengths of a = 44 in., b = 68 in., c = 28 in., L₁= 50 in., and L₂= 100 in. The normal stress in bars (1) and (2) must be limited to 40 ksi. Determine the maximum load P that may be applied to the rigid bar. Answer in kips rounded-off to 2 decimal places. L₁ Rigid bar b L₂ (2) D
A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a cross-sectional area of 1.5 in.2. Assume lengths of a = 44 in., b = 68 in., c = 28 in., L₁= 50 in., and L₂= 100 in. The normal stress in bars (1) and (2) must be limited to 40 ksi. Determine the maximum load P that may be applied to the rigid bar. Answer in kips rounded-off to 2 decimal places. L₁ Rigid bar b L₂ (2) D
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal
before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a
cross-sectional area of 1.5 in.2. Assume lengths of a = 44 in., b = 68 in., c = 28 in., L₁ = 50 in.,
and L₂= 100 in. The normal stress in bars (1) and (2) must be limited to 40 ksi. Determine the maximum
load P that may be applied to the rigid bar. Answer in kips rounded-off to 2 decimal places.
L₁
(1)
Rigid bar
b
L₂
(2)
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F835d6ac6-fc99-4717-bb40-5a508587ceed%2Faf199f86-c586-489e-8dd3-50baeaa5e352%2Fghma3x8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A pin-connected structure is supported and loaded as shown. Member ABCD is rigid and is horizontal
before the load P is applied. Bars (1) and (2) are both made from steel [E = 30,000 ksi] and both have a
cross-sectional area of 1.5 in.2. Assume lengths of a = 44 in., b = 68 in., c = 28 in., L₁ = 50 in.,
and L₂= 100 in. The normal stress in bars (1) and (2) must be limited to 40 ksi. Determine the maximum
load P that may be applied to the rigid bar. Answer in kips rounded-off to 2 decimal places.
L₁
(1)
Rigid bar
b
L₂
(2)
D
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