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The document summarizes shear design of reinforced concrete beams. It discusses how loads on beams produce shear forces and bending moments. Beams are first designed for bending and then checked for shear. Shear failure is more brittle than flexural failure. The document then examines shear stresses and cracking patterns in homogeneous elastic beams under different load conditions. It describes the types of shear cracks that can form and introduces the concept of nominal shear stress. The current ACI shear

Author

ravi1214

Language

EN