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 = 102000 kip·ft2 for the beam; w0 = 6.4 kips/ft, LAB = 6 ft, LBC = 3 ft. Answer: (a) θB = rad (b) vA = in.
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 = 102000 kip·ft2 for the beam; w0 = 6.4 kips/ft, LAB = 6 ft, LBC = 3 ft. Answer: (a) θB = rad (b) vA = in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 = 102000 kip·ft2 for the beam; w0 = 6.4 kips/ft, LAB = 6 ft, LBC = 3 ft.
Answer:
(a) θB = rad
(b) vA = in.
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