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
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter7: Settlement Of Shallow Foundations
Section: Chapter Questions
Problem 7.2P: A planned flexible load area (see Figure P7.2) is to be 3 m × 4.6 m and carries a uniformly...
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REINFORCED CONCRETE DESIGN
DESIGN OF SHEAR REINFORCEMENT
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