Check the adequacy of the given beams to adequately support the 25kN/m distributed load. The diameter...
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Check the adequacy of the given beams to adequately support the 25kN/m distributed load. The diameter of stirrups is 10mm and concrete cover of 40 mm Use: fe' = 30 MPa fy -415 MPa W = 25 kN/m L=10m M₁ = M₁ = M₂ = WL2 24 12 300 mm 3-25mm Support Section V M 450 mm M₂ 300 mm 2-25mm Midspan Section W M₂ V₂ M₂ TITIT Check the adequacy of the given beams to adequately support the 25kN/m distributed load. The diameter of stirrups is 10mm and concrete cover of 40 mm Use: fe' = 30 MPa fy -415 MPa W = 25 kN/m L=10m M₁ = M₁ = M₂ = WL2 24 12 300 mm 3-25mm Support Section V M 450 mm M₂ 300 mm 2-25mm Midspan Section W M₂ V₂ M₂ TITIT
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10m fc 30 MPa fy 415 MPa Cover 40mm 10 mm 450 Maximum Bonding Moment M M3 WL 12 M ... View the full answer
Related Book For
Intermediate Accounting Reporting and Analysis
ISBN: 978-1285453828
2nd edition
Authors: James M. Wahlen, Jefferson P. Jones, Donald Pagach
Posted Date:
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