15. In the steel structure shown, a 6-mm-diamter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety is 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 18 mm 6 mm 160 mm 120 mm Side view Top view

Elements Of Electromagnetics
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15. In the steel structure shown, a 6-mm-diamter pin is used at C and 10-mm-diameter pins are
used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate
normal stress is 400 MPa in link BD. Knowing that a factor of safety is 3.0 is desired, determine
the largest loadP that can be applied at A. Note that link BD is not reinforced around the pin
holes.
Front view
D.
18 mm
6 mm
160 mm
120 mm
Side view
Top view
Transcribed Image Text:15. In the steel structure shown, a 6-mm-diamter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety is 3.0 is desired, determine the largest loadP that can be applied at A. Note that link BD is not reinforced around the pin holes. Front view D. 18 mm 6 mm 160 mm 120 mm Side view Top view
16. Each of the two vertical links CF connecting the two horizontal members AD and EG has a
uniform rectangular cross section ¼ in. thick and 1 in. wide, and is made of steel with an ultimate
strength in tension of 60 ksi. The pins at C and F each have a ½ in. diameter and are made of a
steel with an ultimate strength in shear of 25 ksi. Determine the overall factor of safety for the
links CF and the pins connecting them to the horizontal members.
10 in.
16 in.
10 in.
2 kips
Transcribed Image Text:16. Each of the two vertical links CF connecting the two horizontal members AD and EG has a uniform rectangular cross section ¼ in. thick and 1 in. wide, and is made of steel with an ultimate strength in tension of 60 ksi. The pins at C and F each have a ½ in. diameter and are made of a steel with an ultimate strength in shear of 25 ksi. Determine the overall factor of safety for the links CF and the pins connecting them to the horizontal members. 10 in. 16 in. 10 in. 2 kips
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