300 mm 7Ultimate Stress Design (USD)Design the steel reinforcements, both in longitudinal and transverse bars, so that thebeam can carry the load as shown. (Determine the number of main bars, & spacing;determine the spacing of stirrupsthroughout the beam length, and you may assume Vu to be the max reaction at thesupport).500 mmyou may asSume one value of spacing33 kN33 kN3.75 kN/m = self-weight of the beam6 meters of simply supported beamUse f'c = 27.6 MPa and fy = 414 MPa. For the mean time, use B = 0.85. Use 16 mmdiameter bars for main bars, and 10 mm dilameter bars for stirrups. Use NSCP 2010.Hint: M. denign= 1.2M, pL + 1.6M, uVa devign = 1.2V, DL%3!+ 1.6V, u%3DShear and Moment Diagrams may help (Separate DL and )

L = 6mb = 300 mmd = 500 mmw = 3.75 kN/mf'c=27.6 MPafy = 414 MPa2 moving live loads of 33 kN each…

Ultimate Stress Design (USD) Design the steel reinforcements, both in longitudinal and transverse bars, so that the beam can carry the load as shown. (Determine the number of main bars, & spacing; determine the spacing of stirrups throughout the beam length, and you may assume Vu to be the max reaction at the support). you may assume one value of spading 33 kN 33 kN 3.75 kN/m= self-weight of the beam 6 meters of simply supported beam Use f'c = 27.6 MPa and fy = 414 MPa. For the mean time, use ß = 0.85. Use 16 mm diameter bars for main bars, and 10 mm dilameter bars for stirrups. Use NSCP 2010. Hint: M, denign= 1.2M, pL + 1.6M, u Va denign = 1.2V, p1 + 1.6V,u Shear and Moment Diagrams may help (Separate DL and u)

Ultimate Stress Design (USD) Design the steel reinforcements, both in longitudinal and transverse bars, so that the beam can carry the load as shown. (Determine the number of main bars, & spacing; determine the spacing of stirrups throughout the beam length, and you may assume Vu to be the max reaction at the support). you may assume one value of spading 33 kN 33 kN 3.75 kN/m= self-weight of the beam 6 meters of simply supported beam Use f'c = 27.6 MPa and fy = 414 MPa. For the mean time, use ß = 0.85. Use 16 mm diameter bars for main bars, and 10 mm dilameter bars for stirrups. Use NSCP 2010. Hint: M, denign= 1.2M, pL + 1.6M, u Va denign = 1.2V, p1 + 1.6V,u Shear and Moment Diagrams may help (Separate DL and u)

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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