Draw the shear and moment curves for the simply supported beam in Figure 5.14. Figure 5.14 R
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Draw the shear and moment curves for the simply supported beam in Figure 5.14.
Figure 5.14
Transcribed Image Text:
R = 21.5 kips 21.5 R = 24 kips 6' (115.56) w = 2 kips/ft 12' x= 10.75- R = 21.5 kips B (a) (-1.56) (b) 1.25 (c) (d) P = 13.5 kips 40 kip.ft 21.5 115.56 114 74 R = 2x (e) +4+4- (-10) -2.5 Rc = 16 kips 2.5 (-64) 64 w = 2 kips/ft V=0 M #15" shear (kips) -16 16 moment (kip.ft)
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Compute reactions use the resultant of the distributed load Shear Curve The shear just to the right of support A equals the reaction of 215 kips Since ...View the full answer
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Related Book For
Fundamentals Of Structural Analysis
ISBN: 9780073398006
5th Edition
Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning
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