2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given the ff. properties: Beam width = 270 mm, Over-all depth = 460 mm, Effective depth = 410 mm, f'c = 25 MPa, fyt = 275 MPa %3D %3D %3D Shear: V(dead load) = 60 kN; V(live load) = 40 kN %3D Axial tension: Live Load tension = 80 kN; Dead Load tension = 10 kN %3D %3D Use 10 mm vertical U-stirrups and sand lightweight concrete.
2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given the ff. properties: Beam width = 270 mm, Over-all depth = 460 mm, Effective depth = 410 mm, f'c = 25 MPa, fyt = 275 MPa %3D %3D %3D Shear: V(dead load) = 60 kN; V(live load) = 40 kN %3D Axial tension: Live Load tension = 80 kN; Dead Load tension = 10 kN %3D %3D Use 10 mm vertical U-stirrups and sand lightweight concrete.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2.) Determine the required spacing of vertical U-stirrups for a
beam subject to axial tension. Given the ff. properties:
Beam width = 270 mm, Over-all depth = 460 mm, Effective
depth = 410 mm, f'c = 25 MPa, fyt = 275 MPa
%3D
%3D
%3D
Shear: V(dead load) = 60 kN; V(live load) = 40 kN
%3D
%3D
Axial tension: Live Load tension = 80 kN; Dead Load tension
%3D
10 kN
Use 10 mm vertical U-stirrups and sand lightweight concrete.
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