For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of EI = 145000 kip·ft2 for the beam; w0 = 4.0 kips/ft, LAB = 7 ft, LBC = 3 ft.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of EI = 145000 kip·ft2 for the beam; w0 = 4.0 kips/ft, LAB = 7 ft, LBC = 3 ft.
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b)
the deflection of the beam at A. Assume a constant value of El = 145000 kip-ft² for the beam; wo = 4.0 kips/ft,
LAB = 7 ft, LBC = 3 ft.
WO
A
Answer:
(a) 0B =
(b) VA
Save for Later
LAB
rad
in.
B
LBC
Xx
Transcribed Image Text:For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 145000 kip-ft² for the beam; wo = 4.0 kips/ft, LAB = 7 ft, LBC = 3 ft. WO A Answer: (a) 0B = (b) VA Save for Later LAB rad in. B LBC Xx
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