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f'c 33 Mpa yang diub fy 400 L 6000 mm 6m qLL 12.5 qDL 5.18 tebal selimut 50 mm d 380 mm d' 70 mm Hmin b qu Mu β₁ p-p' 450 300 26.216 748.81 0.0035 0.826 0.034754 0.017377 H 500 рmin рb

Analisa Beton Rangkap

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ini merupakan analisa beton rangkap, karena harus dihitung tulangan tarik dan tekannya

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Sheet1f'c33Mpayang diubahfy400L6000mm6mqLL12.5qDL5.18tebal selimut50mmd380mmd'70mmHminbquMuminbp-p'cek AsaMncek Mngatau namanyacek 2f'sMnEssFs'As'AsAspp'p makscek pAs.FyAs'.Fs'aMncek45030026.216748.810.00350.8260.034753950.017376975OK1980.9751594.164263.8009139951OK0.0320102171belum leleh231.5789473684672.21158600492000000.001222458865.83676111028865.836761110210846.81191111020.09514747290.07777049790.0710904876Not OK4338724.764444082168424.47098361257.90853160551217.0562166052OKH500

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