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2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given the ff. properties: Beam width = 280 mm, Over-all depth = 480 mm, Effective depth = 420 mm, f'c = 25 MPa, fyt = 275 MPa Shear: V(dead load) = 100 kN; V(live load) = 50 kN Axial tension: Live Load tension = 80 kN; Dead Load tension = 10 kN 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:
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2.) Determine the required spacing of vertical U-stirrups for a beam subject to axial tension. Given the ff. properties:
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