2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given the ff. properties: Beam width = 270 mm, Over-all depth = 460 mm, Effective depth = 410 mm. fc = 25 MPa, fyt = 275 MPa Shear: V(dead load) = 60 kN; V(live load) = 40 kN Axial tension: Live Load tension = 80 kN; Dead Load tension = 10 kN Use 10 mm vertical U-stirrups and sand lightweight concrete.

2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given the ff. properties: Beam width = 270 mm, Over-all depth = 460 mm, Effective depth = 410 mm. fc = 25 MPa, fyt = 275 MPa Shear: V(dead load) = 60 kN; V(live load) = 40 kN Axial tension: Live Load tension = 80 kN; Dead Load tension = 10 kN Use 10 mm vertical U-stirrups and sand lightweight concrete.

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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