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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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.
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