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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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:
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