(13) A beam is to be rectangular in section with depth twice the width. The distance between supports is 6 feet and there are two concentrated downward loads : 6,000 lb 18 in. from the left support, and 5,000 lb., 40 in. from the left support. (a) Draw shear and bending-moment diagrams. (b) Using steel with E equal to 30,000,000 psi and ultimate strength of 75,000 psi, determine the beam dimensions if the maximum stress is to be 15,000 psi. (c) Using cast iron with E equal to 10,000,000 psi and ultimate strength of 30,000 psi, determine the beam dimensions if the maximum stress is 5,000 psi.

Q: The cross-sectional dimensions of a beam are shown. Assume b=3.25 in., t=tw=0.1875 in. and d=2.5 in.…

A: Answer: (a) Internal bending moment is 41.7583 lb•ft. (b) Bending stress at point H is -520.2308 psi…

Q: 2. (a) Establish the documentation for shear and moment as we did in our class, (b) draw complete…

A: This is the case of compound loading on a beam so each force individually is taken into…

Q: 2. For the 20 meter beam shown, there is a roller at "A" (Ay = 52 kN; it is acting upward), and a…

A: For the 20 meter beam shown, there is a roller at "A" (Ay= 52 KN; it is acting upward), and a pin…

Q: The maximum bending stress

A: Given data; A simply supported beam of , width=100mm=0.1m height=200mm=0.2m length=4m load=10kN/m

Q: 2. For the beam and loading shown below: a) draw the shear and bending moment diagrams, and b)…

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Q: bie tee croSs section Is used for the beam snown beloW. Assume the following lengths and loads! a =…

A:

Q: 1. A bending moment of 5800 lb-in. is applied to a beam having a rectangular cross- section with…

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Q: 3 kN/m |6.0 kN 1 kN/m A B 500 mm 0.5 m 000 1.0 m→1.0 m→ 2.0 m- -4.0 m 200 mm

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Q: Current Attempt in Progress The moment acting on the cross section of the T- beam has a magnitude of…

A: Given: The moment acting on the T section, M = 19 kip.ft The dimensions of the T-section, bf = 7 in,…