For the beams and loadings shown below, assume that El = 4.0 x 104 kN-m2 is constant for the beam. Determine theconcentrated upward force P required to make the total beam deflection at Bequal to zero (i.e., VB = 0).Assume L = 10.0 m, w = 10.0 kN/m.L.Remove the concentrated load P and determine the deflection of the beam at B due to the distributed load w = 10.0 kN/m usingthe deflection equations in Appendix C. A positive deflection is up, a negative deflection is down.Answer: VB =mm.eTextbook and Media

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For the beams and loadings shown below, assume that El = 4.0 × 104 kN-m2 is constant for the beam. Determine the concentrated upward force P required to make the total beam deflection at Bequal to zero (i.e., V8 = 0). Assume L = 10.0 m, w = 10.0 kN/m. V. Remove the concentrated load P and determine the deflection of the beam at B due to the distributed load w = 10.0 kN/m using the deflection equations in Appendix C. A positive deflection is up, a negative deflection is down. Answer: VB - mm. eTextbook and Media

For the beams and loadings shown below, assume that El = 4.0 × 104 kN-m2 is constant for the beam. Determine the concentrated upward force P required to make the total beam deflection at Bequal to zero (i.e., V8 = 0). Assume L = 10.0 m, w = 10.0 kN/m. V. Remove the concentrated load P and determine the deflection of the beam at B due to the distributed load w = 10.0 kN/m using the deflection equations in Appendix C. A positive deflection is up, a negative deflection is down. Answer: VB - mm. eTextbook and Media

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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