For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 2.7 m). Assume a constant value of El = 1550 kN-m² for the beam; MA = 7.6 kN-m, wo = 24 kN/m, LAB = 1.2 m, LBC = 3.0 m. MA Answer: (a) VA = (b) Vmid = LAB Wo B LBC mm. mm. x
For the beam and loading shown, use discontinuity functions to compute: (a) the deflection VA of the beam at A, and (b) the deflection Vmidspan of the beam at midspan (i.e., x = 2.7 m). Assume a constant value of El = 1550 kN-m² for the beam; MA = 7.6 kN-m, wo = 24 kN/m, LAB = 1.2 m, LBC = 3.0 m. MA Answer: (a) VA = (b) Vmid = LAB Wo B LBC mm. mm. x
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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