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 = 2.4 m).Assume a constant value of EI = 1590 kN-m2 for the beam; MA = 8.5 kN-m, w0 = 19.8 kN/m, LAB = 1 m, LBC = 2.8 m. 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 = 2.4 m).Assume a constant value of El = 1590 kN-m2 for the beam; MA = 8.5 kN-m, wo = 19.8 kN/m, LAB =1 m, LBC = 2.8 m.WoM.BLABLBCAnswer:(a) VA =mm.mm.(b) Vmid =

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Answered: For the beam and loading shown, use…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

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 deflection v_A of the beam at A, and
(b) the deflection v_midspan of the beam at midspan (i.e., x = 2.4 m).
Assume a constant value of EI = 1590 kN-m² for the beam; M_A= 8.5 kN-m, w₀= 19.8 kN/m, L_AB= 1 m, L_BC= 2.8 m.

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 = 2.4 m).
Assume a constant value of El = 1590 kN-m2 for the beam; MA = 8.5 kN-m, wo = 19.8 kN/m, LAB =1 m, LBC = 2.8 m.
Wo
M.
B
LAB
LBC
Answer:
(a) VA =
mm.
mm.
(b) Vmid =

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