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 bean at midspan (i.e., x = 2.25 m). Assume a constant value of El = 1600 kN-m? for the beam; MA= 9.3 kN-m, wo = 21.9 kN/m, LAB=1 m, Lec= 2.5 m. wo MA B LAB 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 bean at midspan (i.e., x = 2.25 m). Assume a constant value of El = 1600 kN-m? for the beam; MA= 9.3 kN-m, wo = 21.9 kN/m, LAB=1 m, Lec= 2.5 m. wo MA B LAB LBC Answer: (a) VA = mm. (b) Vmid mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the beam and loading shown, use discontinuity functions to compute:
(a) the deflection VĄ of the beam at A, and
(b) the deflection vmidspan of the beam at midspan (i.e., x = 2.25 m).
Assume a constant value of El = 1600 kN-m2 for the beam; MA = 9.3 kN-m, wo = 21.9 kN/m, LAB= 1 m, Lec= 2.5 m.
wo
MA
В
LAB
LBC
Answer:
mm.
(a) VA =
mm.
(b) vmid =
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