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=113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB= 15 ft. LBC= 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 A. Assume a constant value of El=113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB= 15 ft. LBC= 8 ft.
Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das
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Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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
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 EI = 113000 kip-ft² for the beam; wo = 2.0 kips/ft, LAB = 15 ft. LBC= 8 ft.
-
Wo
A
Answer:
(a) 8B =
(b) VA=
LAB
rad
in.
B
LBC
C
X
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