Given the following properties of beam: b = 250 mm d = 325 mm  h = 400 mm a) Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam at M = 150 kN-m b) Determine the cracking moment for the section if f'c = 28 MPa c) Compute the flexural stresses in the concrete and steel of the beam using the transformed-area method at M = 150 kN-m, n = 8, and reinforced with 4-16 mm diameter tension bars

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
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Given the following properties of beam:

b = 250 mm

d = 325 mm 

h = 400 mm

a) Assuming the concrete is uncracked, compute the bending stresses in the extreme fibers of the beam at M = 150 kN-m

b) Determine the cracking moment for the section if f'c = 28 MPa

c) Compute the flexural stresses in the concrete and steel of the beam using the transformed-area method at M = 150 kN-m, n = 8, and reinforced with 4-16 mm diameter tension bars.

NOTE:

Please answer the question correctly, if you are not sure about the answer(s) please skip the question.

Please box the final answer(s)

Thank you

 

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