A reinforced concrete propped beam having a span of 8 m. carries a uniformly distributed uniform load "wu" which includes the weight of the beam. A 10 mm Ø stirrups are uniformly spaced at 100 mm on centers are used as shear reinforcements over a distance extending 2 meters out from each supports. In the remaining middle half of the span, the 10 mmØ stirrups spaced 200 mm on centers are also applied. Use A = 1.0 for normal weight concrete with fc' = 27.5 MPa, fy = 415 MPa and fyv = 276 MPa. The beam has a width of 280 mm and an effective depth of 450 mm. It is reinforced with 5-25 mm Ø bars at the tension side. Compute the reaction at the simple support based on the flexural capacity of the beam in kN/m. b. Compute the reaction at the simple support based on the shear capacity of the 100-mm-spaced stirrups in kN/m. a.

A reinforced concrete propped beam having a span of 8 m. carries a uniformly distributed uniform load "wu" which includes the weight of the beam. A 10 mm Ø stirrups are uniformly spaced at 100 mm on centers are used as shear reinforcements over a distance extending 2 meters out from each supports. In the remaining middle half of the span, the 10 mmØ stirrups spaced 200 mm on centers are also applied. Use A = 1.0 for normal weight concrete with fc' = 27.5 MPa, fy = 415 MPa and fyv = 276 MPa. The beam has a width of 280 mm and an effective depth of 450 mm. It is reinforced with 5-25 mm Ø bars at the tension side. Compute the reaction at the simple support based on the flexural capacity of the beam in kN/m. b. Compute the reaction at the simple support based on the shear capacity of the 100-mm-spaced stirrups in kN/m. a.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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