A simply supported reinforced concrete beam of rectangular cross-section is shown in Figure. The beam supports a uniform factored deadload (including self weight) of 20 kN/m and a concentrated factored loadof 20 kN. The flexural rebars are 4625mm, use o12mm stirrups, 50mmclear cover to stirrup, compressive strength of concrete is 25 MPa andyield strength of steel is 420 MPa. Design the beam for shear at criticalsection according to ACI-code requirements.25025002500250250All dimensions in mm550

Dead Load (wL) = 20 kN/mConcentrated Load (P) = 20 kNDepth of beam (D) = 550 mmWidth of beam (B) =…

A simply supported reinforced concrete beam of rectangular cross- section is shown in Figure. The beam supports a uniform factored dead load (including self weight) of 20 kN/m and a concentrated factored load of 20 kN. The flexural rebars are 4425mm, use o12mm stirrups, 50mm clear cover to stirrup, compressive strength of concrete is 25 MPa and yield strength of steel is 420 MPa. Design the beam for shear at critical section according to ACI-code requirements. 250 250 2500 2500 250 S50

A simply supported reinforced concrete beam of rectangular cross- section is shown in Figure. The beam supports a uniform factored dead load (including self weight) of 20 kN/m and a concentrated factored load of 20 kN. The flexural rebars are 4425mm, use o12mm stirrups, 50mm clear cover to stirrup, compressive strength of concrete is 25 MPa and yield strength of steel is 420 MPa. Design the beam for shear at critical section according to ACI-code requirements. 250 250 2500 2500 250 S50

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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