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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:300 mm 7
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).
500 mm
you may asSume one value of spacing
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 B = 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 devign = 1.2V, DL
%3!
+ 1.6V, u
%3D
Shear and Moment Diagrams may help (Separate DL and )
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