P11.23. If support A in Figure P11.23 is constructed 0.48 in. too low and the support at C is accidentally con- structed at a slope of 0.016 rad clockwise from a verti- cal axis through C, determine the moment and reactions created when the structure is connected to its supports. Given: E = 29,000 kips/in.². 12' B I=75 in.4 A 0.48" 1 = 300 in.4 24' P11.23 0.016 rad С'

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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P11.23. If support A in Figure P11.23 is constructed
0.48 in. too low and the support at C is accidentally con-
structed at a slope of 0.016 rad clockwise from a verti-
cal axis through C, determine the moment and reactions
created when the structure is connected to its supports.
Given: E = 29,000 kips/in.².
12'
B
I=75 in.4
A
0.48"
1 = 300 in.4
24'-
P11.23
0.016 rad
C
Transcribed Image Text:P11.23. If support A in Figure P11.23 is constructed 0.48 in. too low and the support at C is accidentally con- structed at a slope of 0.016 rad clockwise from a verti- cal axis through C, determine the moment and reactions created when the structure is connected to its supports. Given: E = 29,000 kips/in.². 12' B I=75 in.4 A 0.48" 1 = 300 in.4 24'- P11.23 0.016 rad C
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