Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L beamsupports a live load of "A" kN/m along the beam centerline plus "E" kPa uniformly distributed over theupper slab surface. Assume clear cover 40 mm and "F" diameter stirrups. Use the unit weight of concrete23.60 kN/m3. Round off your initial calculations and final answer by 3 decimal places.Given:L =13width of column =0.6mz =2.3Over-all depth of beam, h =725mmWidth of beam, b =350mmThickness of slab, t =125mmEffective depth, d =660mmf'c =35MPaYield strength of flexural steel, fy = 414MPaYield strength of stirrups, fyt =275MPaA =7kN/mE E E Thickness of slab, t =125mmEffective depth, d =660mmf'c =35MPaYield strength of flexural steel, fy = 414MPaYield strength of stirrups, fyt =275MPaA =7kN/mE =kPaF =12mma.) Threshold TorsionkN-mb.) Perimeter of centerline of outermost stirrupsmmc.) Area enclosed by centerline of outermost transverse torsional reinforcementsmm2d.) Spacing @critical region (round off by multiples of 10)mme.) Spacing @2.50 m (round off by multiples of 10)mmf.) Minimum transverse reinforcementsmm2g.) Minimum longitudinal reinforcements for torsionmm2h.) Total Longitudinal bars for torsionmm2

Concrete shear reinforcement is designed to resist forces greater than concrete's shear strength. A…

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. b

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. b

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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