Answered: Figure 1.c Steel Connection

Engineering

Civil Engineering

Figure 1.c Steel Connection

Construction Materials, Methods and Techniques (MindTap Course List)

4th Edition

ISBN:9781305086272

Author:William P. Spence, Eva Kultermann

Publisher:William P. Spence, Eva Kultermann

Chapter38: Fire-suppression Systems

Section: Chapter Questions

Problem 3RQ

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discuss the possible failure modes when in different bolts when the bolts are subjected to shear, tension or both. Support by a simple drawing

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A composite beam is fabricated by bolting two 2.5- in.-wide by 11-in.-deep timber planks to the sides of a 0.3-in. by 11-in. steel plate. The moduli of elasticity of the timber and the steel are 1660 ksi and 30800 ksi, respectively. The simply supported beam spans a distance of 14 ft and carries two concentrated loads P, which are applied as shown. Assume LAB = LCD= 3 ft, LBC = 8 ft, b = 2.5 in., d = 11 in. and t = 0.3 in. (a) Determine the maximum bending stresses ₁, os produced in the timber planks and the steel plate if P = 3.5 kips. (b) Assume that the allowable bending stresses of the timber and the steel are 900 psi and 18600 psi, respectively. Determine the largest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.)