Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln = 7.5 m Factored loads Pu=160 kN fe 28 MPa (light weight concrete) fy=415 MPa fyt -275 MPa U stirrups diameter = 12 mm Wu-25 kN/m (including Wbeam)
Situation 10: Given the following date for the beam shown in figure: bw=260 mm h=600 mm d=540 mm Ln = 7.5 m Factored loads Pu=160 kN fe 28 MPa (light weight concrete) fy=415 MPa fyt -275 MPa U stirrups diameter = 12 mm Wu-25 kN/m (including Wbeam)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer,
Using Nscp 2015 Hint answer 145mm,205mm,270mm,140mm
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VIEWStep 2: Plot shear force diagram
VIEWStep 3: Determine spacing of stirrups at critical sections near the support
VIEWStep 4: Determine spacing of stirrups at third point
VIEWStep 5: Determine spacing of stirrups at mid-span
VIEWStep 6: Determine spacing of stirrups for members subjected to axial tension
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