i will dislike the wrong answers , solve carefully b =2 in.d = 4 in.3 in. x 3 in,5 in.3 in. x 3 in.12 in. 6. The figure (next page) shows an experimental set-up for testing the bending capacity of awood cross-beam. Note that the grain directions for the two support columns are different.The vertical columns have a cross-section of 3 in. x 3 in., and are both 5 in. long. The beamhas a cross-section of 2 in. x 4 in. and has a length of 8 in. The stronger column has acompressive strength of 4675 psi and a modulus of elasticity of 0.8 x 106 psi. The weakercolumn has a compressive strength of 1545 psi and a modulus of 0.4 x 106 psi.a. What is the maximum allowable load, P, on the beam if its modulus of rupture(MOR) is 5230 psi and the moment M=2P?b. If a total load P= 28000 Ib is supported, wil either column fail due to this load? Showcalculations to support your answer.

According to given data n experimental set-up for testing the bending capacity of a wood cross-beam.…

e vertical columns have a cross-section of 3 in. x 3 in., and are both 5 in. lon sa cross-section of 2 in. x 4 in. and has a length of 8 in. The stronger columr mpressive strength of 4675 psi and a modulus of elasticity of 0.8 x 106 psi. lumn has a compressive strength of 1545 psi and a modulus of 0.4 x 106 psi. a. What is the maximum allowable load, P, on the beam if its modulus of

e vertical columns have a cross-section of 3 in. x 3 in., and are both 5 in. lon sa cross-section of 2 in. x 4 in. and has a length of 8 in. The stronger columr mpressive strength of 4675 psi and a modulus of elasticity of 0.8 x 106 psi. lumn has a compressive strength of 1545 psi and a modulus of 0.4 x 106 psi. a. What is the maximum allowable load, P, on the beam if its modulus of

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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