Problem 01.054- Analysis of an inverted T-frame In the steel structure shown, a 6-mm-diameter pin is used at Cand 12-mm-diameter pins are used at B and D. The ultimate shear stress is 150 MPa at all connections, and the ultimate normal stress is 340 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. A A Front view 160 mm. D B -18 mm B Top view 120 mm largest load P that can be applied at A is) 29AP 2.328 KN D 6 mm $1 B Side view

Structural Analysis
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Chapter2: Loads On Structures
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Problem 01.054-Analysis of an inverted T-frame
In the steel structure shown, a 6-mm-diameter pin is used at C and 12-mm-diameter pins are used at B and D. The ultimate shearin
stress is 150 MPa at all connections, and the ultimate normal stress is 340 MPa in link BD. Knowing that a factor of safety of 3.0 is
desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes.
Front view.
160 mm
D
B
18 mm
B
Top view
120 mm
largest load P that can be applied at A is
99252
2.328 KN.
ED
6 mm
22B
Side view
Transcribed Image Text:Problem 01.054-Analysis of an inverted T-frame In the steel structure shown, a 6-mm-diameter pin is used at C and 12-mm-diameter pins are used at B and D. The ultimate shearin stress is 150 MPa at all connections, and the ultimate normal stress is 340 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. Front view. 160 mm D B 18 mm B Top view 120 mm largest load P that can be applied at A is 99252 2.328 KN. ED 6 mm 22B Side view
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