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 = 3.2 m). Assume a constant value of El = 1750 kN-m² for the beam; MA = 9 kN-m, wo = 20.4 kN/m, LAB = 1.4 m, LBC = 3.6 m. Wo MA LAB LBC Answer: mm. (a) Va = %3D (b) Vmid mm.
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 = 3.2 m). Assume a constant value of El = 1750 kN-m² for the beam; MA = 9 kN-m, wo = 20.4 kN/m, LAB = 1.4 m, LBC = 3.6 m. Wo MA LAB LBC Answer: mm. (a) Va = %3D (b) Vmid mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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