L/2 L/2 L/4 F F A cantilever beam of length L=3 m with a rigid extended rod of length L/4 welded at mid-span is loaded as shown, where F=5.15 kN, and 0=60 deg. (a) Draw the axial force diagram of the beam, and select the maximum magnitude of axial force value from the options below. (20% weightage) (b) Draw the shear force diagram of the beam, and select the shear force value with proper sign at the built-in (wall) end of the beam from the options below. (20% weightage) (c) Draw the bending diagram of the beam, options below. (60% weightage) select the maximum magnitude of bending moment from the

L/2 L/2 L/4 F F A cantilever beam of length L=3 m with a rigid extended rod of length L/4 welded at mid-span is loaded as shown, where F=5.15 kN, and 0=60 deg. (a) Draw the axial force diagram of the beam, and select the maximum magnitude of axial force value from the options below. (20% weightage) (b) Draw the shear force diagram of the beam, and select the shear force value with proper sign at the built-in (wall) end of the beam from the options below. (20% weightage) (c) Draw the bending diagram of the beam, options below. (60% weightage) select the maximum magnitude of bending moment from the

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.33P: The cantilever beam AB shown in the figure is an S6 × 12.5 steel I-beam with E = 30 × 106 psi. The...

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A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves slowly across a simple beam AB (sec figure). The load transmitted to the beam from the front axle is 2200 lb and from the rear axle is 3800 lb. The weight of the beam itself may be disregarded. Determine the minimum required section modulus S for the beam if the allowable bending stress is 17,0 ksi, the length of the beam is 18 ft, and the wheelbase of the carriage is 5 ft. Select the most economical I-beam (S shape) from Table F-2(a), Appendix F.
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