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
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Step 1: Given data:
VIEWStep 2: Calculation of shear force in the beam:
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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