P01: For the 10 ft span cantilever beam (Fig.1) that carries two ultimate (factored) point loads and a factored distributed load of 5 kips/ft (including beam's own self weight); design the shear reinforcement along the length of the beam and sketch the stirrup pattern. fe= 4000 psi fy = 60000 psi. TTTTTTTTT W. 5 kips/ft Pa 20 kips 6 ft Figure 1 Cantilever Beam Pa 10 kips 3# 10- 12".
P01: For the 10 ft span cantilever beam (Fig.1) that carries two ultimate (factored) point loads and a factored distributed load of 5 kips/ft (including beam's own self weight); design the shear reinforcement along the length of the beam and sketch the stirrup pattern. fe= 4000 psi fy = 60000 psi. TTTTTTTTT W. 5 kips/ft Pa 20 kips 6 ft Figure 1 Cantilever Beam Pa 10 kips 3# 10- 12".
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject is Reinforced Concrete Design
![P01: For the 10 ft span cantilever beam (Fig.1) that carries two ultimate (factored) point loads and a
factored distributed load of 5 kips/ft (including beam's own self weight); design the shear reinforcement
along the length of the beam and sketch the stirrup pattern.
f. = 4000 psi
fy = 60000 psi.
W₂=5 kips/ft
4 ft
Pa 20 kips
6 ft
Figure 1 Cantilever Beam
P-10 kips
3#10-
-12".](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ad24375-0e35-46d0-ae73-58d7d895a57f%2F8c2607fc-e355-4399-bb07-1abe3291fb3a%2Flou9byr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P01: For the 10 ft span cantilever beam (Fig.1) that carries two ultimate (factored) point loads and a
factored distributed load of 5 kips/ft (including beam's own self weight); design the shear reinforcement
along the length of the beam and sketch the stirrup pattern.
f. = 4000 psi
fy = 60000 psi.
W₂=5 kips/ft
4 ft
Pa 20 kips
6 ft
Figure 1 Cantilever Beam
P-10 kips
3#10-
-12".
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Step 1: Given data:
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VIEWStep 3: Shear reinforcement in critical section:
VIEWStep 4: Shear reinforcement in critical section:
VIEWStep 5: Shear reinforcement at point B
VIEWStep 6: Shear reinforcement in span BC:
VIEWStep 7: Diagram of shear reinforcement along the length:
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