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P t

1.2.1.1. Beban Mati ( M ). 1.7. 1.7. qM= 1414 kg / m P M = 126 KG. 1414 kg. 126 kg. Ly. 1.2.1.2. Beban Hidup Jembatan 'Beban D 'Standard Bina Marga. Disesuaikan dgn lbr Blk ‘T’,1,7m. Kejut K=1+20 / (50+L )= 1+20 / (50+7.5)=1.348 P’H= Px K= 7420x1,348 = 10002,16kg /balok T.

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P t

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  1. 1.2.1.1 Beban Mati ( M ) 1.7 1.7 qM= 1414 kg / m P M = 126 KG 1414 kg 126 kg Ly 1.2.1.2 Beban Hidup Jembatan 'Beban D 'Standard Bina Marga Disesuaikan dgn lbr Blk ‘T’,1,7m Kejut K=1+20 / (50+L )= 1+20 / (50+7.5)=1.348 P’H= Px K= 7420x1,348 =10002,16kg /balok T Beban Mati & Hidup P t Pt = Total Beban Garis (PM +PH ) qt = Total Beban Terbagi Rata (qM +q H) q t/m Ly = 7.5m 4

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