Download - 1. Attachment - Ponds Shear Calculation

Transcript

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