2 A rectangular beam having b=12 in. and d=22 in. spans 30 ft face-to-face of simple supports: It is reinforced for flexure with 4#10 bars that continue uninterrupted to the ends of the span. It is to carry service dead load 1.63 kips/ft (including self-weight) and service live load 3.26 kips/ft, both uniformly distributed along the span. Design the shear reinforcement, using #3 vertical U stirrups. Economize your design of shear reinforcement by using shear reinforcement in three bands. Material strengths are fy=60,000 psi and fc = 4000 psi
2 A rectangular beam having b=12 in. and d=22 in. spans 30 ft face-to-face of simple supports: It is reinforced for flexure with 4#10 bars that continue uninterrupted to the ends of the span. It is to carry service dead load 1.63 kips/ft (including self-weight) and service live load 3.26 kips/ft, both uniformly distributed along the span. Design the shear reinforcement, using #3 vertical U stirrups. Economize your design of shear reinforcement by using shear reinforcement in three bands. Material strengths are fy=60,000 psi and fc = 4000 psi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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