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 C. Assume a constant value of El = 32 x 10^6 Ib-ft^2 for the beam; wo = 6700 Ib/ft, LAB = 7.0 ft, LBC = 15 ft, LCD = 8 ft.

Structural Analysis
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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 C. Assume a constant value of El = 32 x 10^6 Ib-ft^2 for the beam; wo = 6700 Ib/ft, LAB = 7.0 ft, LBC = 15 ft, LCD = 8 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 C. Assume a constant value of El = 32 x 106 lb-ft² for the beam; wo = 6700 lb/ft,
LAB = 7.0 ft, LBC = 15 ft, LcD = 8 ft.
WO
X
A
LBC
LCD
Answer:
(a) 0B =
(b) vc =
LAB
B
rad
in.
D
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 C. Assume a constant value of El = 32 x 106 lb-ft² for the beam; wo = 6700 lb/ft, LAB = 7.0 ft, LBC = 15 ft, LcD = 8 ft. WO X A LBC LCD Answer: (a) 0B = (b) vc = LAB B rad in. D
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