A cantilever beam shown supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service (unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f'c= psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute and show that it exceeds Mu.
A cantilever beam shown supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service (unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f'c= psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute and show that it exceeds Mu.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A cantilever beam shown supports a
uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service
(unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f'c= psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code
Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute and show that it exceeds Mu.
From James Wight -Reinforced Concrete

Transcribed Image Text:Live load,
PL - 12 kips
wo = 1 kip/ft + weight of beam
9 ft
(a)
6 No. 8 bars
ㅜT
15.5 in. 18 in.
30 in.
(b)
Fig. P4-2
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