Problem 1: 12" A rectangular reinforced concrete beam with dimensions b 14 in, d 25 in, and h 28 in is reinforced with three No 10 bars. Material strengths are f, 60,000 psi 24 and f' 5000 psi. 21 %3D (a) Find the moment that will produce the first cracking at the bottom surface of the beam, basing your calculation on Ig, the moment of inertia of the gross concrete section. (b) Repeat the calculation, using It, the moment of inertia of the uncracked transformed section. (c) Determine the maximum moment that can be carried without stressing the concrete beyond 0.45 f. or the steel beyond 0.60 fy.

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Chapter2: Loads On Structures
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Problem 1:
12"
A rectangular reinforced concrete beam with dimensions
b D14 in, d 25 in, and h 28 in is reinforced with three
No 10 bars. Material strengths are f, 60,000 psi
24H and f 5000 psi.
(a) Find the moment that will produce the first eracking at the bottom surface of
the beam, basing your calculation on I, the moment of inertia of the gross
concrete seetion.
(b) Repeat the calculation, using It, the moment of inertia of the uncracked
transformed section.
(c) Determine the maximum moment that can be carried without stressing the
conerete beyond 0.45 f, or the steel beyond 0.60 fy.
Transcribed Image Text:Problem 1: 12" A rectangular reinforced concrete beam with dimensions b D14 in, d 25 in, and h 28 in is reinforced with three No 10 bars. Material strengths are f, 60,000 psi 24H and f 5000 psi. (a) Find the moment that will produce the first eracking at the bottom surface of the beam, basing your calculation on I, the moment of inertia of the gross concrete seetion. (b) Repeat the calculation, using It, the moment of inertia of the uncracked transformed section. (c) Determine the maximum moment that can be carried without stressing the conerete beyond 0.45 f, or the steel beyond 0.60 fy.
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