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 = 3.45 m). Assume a constant value of El = 1610 kN-m² for the beam; MA = 7 kN-m, wo =- 18.9 kN/m, LAB = 1.5 m, LBc = 3.9 m. MA LẠB LBC Answer: (a) VA = mm. (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 = 3.45 m). Assume a constant value of El = 1610 kN-m² for the beam; MA = 7 kN-m, wo =- 18.9 kN/m, LAB = 1.5 m, LBc = 3.9 m. MA LẠB LBC Answer: (a) VA = mm. (b) Vmid = mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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