Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L beam supports a live load of "A" kN/m along the beam centerline plus "E" kPa uniformly distributed over the upper slab surface. Assume clear cover 40 mm and "F" diameter stirrups. Use the unit weight of concrete 23.60 kN/m³. Round off your initial calculations and final answer by 3 decimal places. Given: L = width of column= Z = Over-all depth of beam, h = Width of beam, b = Thickness of slab, t = Effective depth, d = f'c = Yield strength of flexural steel, fy = Yield strength of stirrups, fyt A = E = F = 13 0.6 2.3 725 mm 350 125 660 35 414 m m m mm mm mm MPa MPa 275 MPa 7 kN/m 2 kPa 12 mm

Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L beam supports a live load of "A" kN/m along the beam centerline plus "E" kPa uniformly distributed over the upper slab surface. Assume clear cover 40 mm and "F" diameter stirrups. Use the unit weight of concrete 23.60 kN/m³. Round off your initial calculations and final answer by 3 decimal places. Given: L = width of column= Z = Over-all depth of beam, h = Width of beam, b = Thickness of slab, t = Effective depth, d = f'c = Yield strength of flexural steel, fy = Yield strength of stirrups, fyt A = E = F = 13 0.6 2.3 725 mm 350 125 660 35 414 m m m mm mm mm MPa MPa 275 MPa 7 kN/m 2 kPa 12 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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