Paper - Calculation of shear and moment envelopes by Macaley's method - C.J. Burgoyne.pdf
1. Attachment - Ponds Shear Calculation
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Perhitungan geser pons pada poer Location : Box Culvert Data properties Mutu beton : K-250 Kuat tekan, : 21 Mpa Tebal pelat, h : 350 mm Selimut beton, d' : 100 mm Tebal efektif, d = h - d' : 250 mm lebar efektif, : 785 mm koefisien: b : 1 a : 40 f : 0.75 Kuat geser pons : 447207 N : 1098073 N : 298138.2 N : 298.1382 kN : 224 kN fc' bo = p×(D+2×(d/2)) Vc = (1+2/b)×(fc') 0,5 bo×d/6 Vc = (2+a×d/bo)(fc') 0,5 bo×d/1 Vc = 1/3(fc') 0,5 bo×d Vcmin fVc
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Perhitungan geser pond
Transcript of 1. Attachment - Ponds Shear Calculation
TransformerPerhitungan geser pons pada poerLocation:Box CulvertData propertiesMutu beton:K-250Kuat tekan,fc':21MpaTebal pelat,h:350mmSelimut beton,d':100mmArea pedestal,D:0mmTebal efektif,d = h - d':250mmlebar efektif,bo = p(D+2(d/2)):785mmkoefisien:b:1a:40f:0.75Kuat geser ponsVc = (1+2/b)(fc')0,5bod/6:447207NVc = (2+ad/bo)(fc')0,5bod/12:1098073NVc = 1/3(fc')0,5bod:298138.241700599NVcmin:298.1382417006kNfVc:224kN
