The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight. Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars. Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete cover of 50mm and stirrup size of 10mm. 20kN/m 2m t 1m 25kN t 6m 1m 40kN/m t 2m

The prismatic beam below is to carry superimposed loads as shown below. Neglecting the beam weight. Design the beam using 25mmØ top bars and 20mmØ bottom bars. Use fc'=28 MPa and Grade 60 rebars. Use d/b = 2.0 and a steel ratio equal to 1.5*omin in determining the beam size. Also, use a concrete cover of 50mm and stirrup size of 10mm. 20kN/m 2m t 1m 25kN t 6m 1m 40kN/m t 2m

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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