for the beam shown in the figure for problem 4.5 compute the transformed cracked section moment of inertia I that would be needed for a deflection calculation. Use f'c=4000 psi and fy=60.000 psi (f'c' = 30 Mpa fy= 400 Mpa)
for the beam shown in the figure for problem 4.5 compute the transformed cracked section moment of inertia I that would be needed for a deflection calculation. Use f'c=4000 psi and fy=60.000 psi (f'c' = 30 Mpa fy= 400 Mpa)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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for the beam shown in the figure for problem 4.5 compute the transformed cracked section moment of inertia I that would be needed for a deflection calculation. Use f'c=4000 psi and fy=60.000 psi (f'c' = 30 Mpa fy= 400 Mpa)

Transcribed Image Text:(60 mm)
6 - # 7
(# 20M)
10 - # 11
(# 45M)
18"
(460 mm)
Problem 4.5
(ww 000'L)
(ww 006)
d = 36.1"
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