edge of the beam. The upper slab carries a superimposed dead load oad of 2 kPa. Then the beam centerline carries a uniformly distribute d load of 12 kN/m and a live load of 8 kN/m. Using an f'c = 28 MPa a MPa. Design a single layer singly reinforced beam and its shear reint
edge of the beam. The upper slab carries a superimposed dead load oad of 2 kPa. Then the beam centerline carries a uniformly distribute d load of 12 kN/m and a live load of 8 kN/m. Using an f'c = 28 MPa a MPa. Design a single layer singly reinforced beam and its shear reint
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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REINFORCED CONCRETE DESIGN
DESIGN OF SHEAR REINFORCEMENT
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