For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 220 mm, LBc = 150 mm, LcD = 120 mm, LDE = 270 mm, Mg= 280 N-m, P = 1140 N and a constant value of El = 500 × 10ó N- mm2 for the beam. MB B |C D LAB LBC LcD LDE Answers: (a) Oc = rad (b) Vc= mm
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at C (positive if counterclockwise and negative if clockwise). (b) the deflection of the beam at C. Assume LAB = 220 mm, LBc = 150 mm, LcD = 120 mm, LDE = 270 mm, Mg= 280 N-m, P = 1140 N and a constant value of El = 500 × 10ó N- mm2 for the beam. MB B |C D LAB LBC LcD LDE Answers: (a) Oc = rad (b) Vc= mm
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 C (positive if counterclockwise and negative if clockwise).
(b) the deflection of the beam at C.
Assume LAB = 220 mm, LBC = 150 mm, LCD = 120 mm, LDE = 270 mm, MB = 280 N-m, P = 1140 N and a constant value of EI = 500 × 106 N-mm2 for the beam.
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