Problem 15.16 Determine stirrup spacing at distance d from support for the beam shown if the load is acting 100 mm off center of the beam. Assume the torsion at the support equals the uniform load times 100 mm, f = 28 MPa, and f, = 420 MPa. Use #13 stirrups and assume that the torsion and shear vary from a maximum at the support to zero at the beam centerline. Clear cover = 40 mm. D = 12 kN/m (including beam weight) L = 25 kN/m 600 mm 3 #32 6 m 300 mm

Structural Analysis
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Chapter2: Loads On Structures
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Problem 15.16 Determine stirrup spacing at distance d from support for the beam shown if the load is acting 100 mm off
center of the beam. Assume the torsion at the support equals the uniform load times 100 mm, f = 28 MPa, and
f, = 420 MPa. Use #13 stirrups and assume that the torsion and shear vary from a maximum at the support to zero at the
beam centerline. Clear cover 40 mm.
D = 12 kN/m (including beam weight)
L = 25 kN/m
600 mm
3 #32
..
6 m
300 mm
Transcribed Image Text:Problem 15.16 Determine stirrup spacing at distance d from support for the beam shown if the load is acting 100 mm off center of the beam. Assume the torsion at the support equals the uniform load times 100 mm, f = 28 MPa, and f, = 420 MPa. Use #13 stirrups and assume that the torsion and shear vary from a maximum at the support to zero at the beam centerline. Clear cover 40 mm. D = 12 kN/m (including beam weight) L = 25 kN/m 600 mm 3 #32 .. 6 m 300 mm
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