Q.01. Design for shear (a) 12"x18", 20 feet long beam (b) 14" x 21", 22 feet long beam (c) 12" x 24", 20 feet long beam

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answerhappygod
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Q.01. Design for shear (a) 12"x18", 20 feet long beam (b) 14" x 21", 22 feet long beam (c) 12" x 24", 20 feet long beam

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Q 01 Design For Shear A 12 X18 20 Feet Long Beam B 14 X 21 22 Feet Long Beam C 12 X 24 20 Feet Long Beam 1
Q 01 Design For Shear A 12 X18 20 Feet Long Beam B 14 X 21 22 Feet Long Beam C 12 X 24 20 Feet Long Beam 1 (36.37 KiB) Viewed 23 times
subject: plain reinforcement concreteplease answer with full detail for better understanding
Q.01. Design for shear (a) 12"x18", 20 feet long beam (b) 14" x 21", 22 feet long beam (c) 12" x 24", 20 feet long beam (d) 15" x 24", 25 feet long beam using the following data: S.No. 1. 2. 3. Assignment # 06 Concrete Compressive Strength f'(ksi) 3 4 4 C-6, PLO-3, CLO-2 Rebar Tensile Strength fy (ksi) 60 60 40 Shear force V₁ (kips) 35 45 30
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