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Engineering · Civil Engineering
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Problem2 The I-beam shown below carries its own weight and a concentrated load at middle of Span BC. Unit weight of concrete is 150 pef and the specified concrete compressive strength, e is 4,000 psi. Do the following (a) Draw the bending moment diagram and show the bending moment values in terms of the (b) The concentrated load is increased until cracking occurs in the beam. What is the value of (c) Assume an additional downward concentrated load, Pi, is added at Point A. Another load P concentrated load P that causes cracking? concentrated load, Pz, is added at Point D. What are the values of Pi and P2 that would cause cracking of the beam at the support locations (Points B and C in the figure)? CA 20 ft 5 ft 40 ft 15 ft 12 in 6 in. 48 in in. 36 in.
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