will upvote who will answer A composite beam is fabricated by bolting two 3.1-in.-wide by 10-in.-deep timber planks to the sides of a 0.3-in. by 10-in. steel plate.The moduli of elasticity of the timber and the steel are 1850 ksi and 28700 ksi, respectively. The simply supported beam spans adistance of 15 ft and carries two concentrated loads P, which are applied as shown. Assume LAB=LCD=3 ft. LBc 9 ft, b=3.1 in.. d = 10in. and t = 0.3 in.(a) Determine the maximum bending stresses o,,o, produced in the timber planks and the steel plate if P = 3.3 kips.(b) Assume that the allowable bending stresses of the timber and the steel are 910 psi and 20000 psi, respectively. Determine thelargest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.)4LABBLBCFCLCDD

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A composite beam is fabricated by bolting two 3.1-in.-wide by 10-in.-deep timber planks to the sides of a 0.3-in. by 10-in. steel plate. The moduli of elasticity of the timber and the steel are 1850 ksi and 28700 ksi, respectively. The simply supported beam spans a distance of 15 ft and carries two concentrated loads P, which are applied as shown. Assume LAB=LCD= 3 ft, Lac-9 ft, b=3.1 in., d = 10 in. and t - 0.3 in. (a) Determine the maximum bending stresses ,, o, produced in the timber planks and the steel plate if P = 3.3 kips. (b) Assume that the allowable bending stresses of the timber and the steel are 910 psi and 20000 psi, respectively. Determine the largest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.)

A composite beam is fabricated by bolting two 3.1-in.-wide by 10-in.-deep timber planks to the sides of a 0.3-in. by 10-in. steel plate. The moduli of elasticity of the timber and the steel are 1850 ksi and 28700 ksi, respectively. The simply supported beam spans a distance of 15 ft and carries two concentrated loads P, which are applied as shown. Assume LAB=LCD= 3 ft, Lac-9 ft, b=3.1 in., d = 10 in. and t - 0.3 in. (a) Determine the maximum bending stresses ,, o, produced in the timber planks and the steel plate if P = 3.3 kips. (b) Assume that the allowable bending stresses of the timber and the steel are 910 psi and 20000 psi, respectively. Determine the largest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.)

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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