A reinforced concrete cantilever beam has a span of 5m. It supports a factored load of 60kN/m applied 150mm off the centerline of the cross-section of the beam. It has a width of 400mm and an effective depth of 600mm with a total height of 700mm. It is reinforced in tension with 4-20mm diameter bars and 2-16mm diameter bars for compression. Design the beam for shear and torsional web reinforcements using 12mm diameter bars and design also the additional longitudinal reinforcement for torsion. Neglect the weight of the beam. Use NSCP 2010 and simplified analysis for nominal shear strength of concrete. Draw the section of the beam along with the shear and longitudinal reinforcements. Use 16mm diameter bars for middle longitudinal torsional reinforcements. f'c = 21 MPa; fy = 275 MPa
A reinforced concrete cantilever beam has a span of 5m. It supports a factored load of 60kN/m applied 150mm off the centerline of the cross-section of the beam. It has a width of 400mm and an effective depth of 600mm with a total height of 700mm. It is reinforced in tension with 4-20mm diameter bars and 2-16mm diameter bars for compression. Design the beam for shear and torsional web reinforcements using 12mm diameter bars and design also the additional longitudinal reinforcement for torsion. Neglect the weight of the beam. Use NSCP 2010 and simplified analysis for nominal shear strength of concrete. Draw the section of the beam along with the shear and longitudinal reinforcements. Use 16mm diameter bars for middle longitudinal torsional reinforcements. f'c = 21 MPa; fy = 275 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. How many additional top bars are going to be added?
2. How many additional mid-bars are going to be added?
3. How many additional bot bars are going to be added?
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