tabel tulangan pelat

PERHITUNGAN PENULANGAN PELAT LANTAIfy = 2400 kg/cm2fc' = 200 kg/cm2No. tebal, h Qd Ql Qu Lx Ly Ly/Lx Ctx Mtx.u Rho Rho.min

(cm) (kg/m2) (kg/m2) (kg/m2) (m) (m) (kg.m)

1 12 438 250 925.6 3.0 4.5 1.50 58 483.16 0.00285 0.00252 12 438 300 1005.6 3.0 4.5 1.50 58 524.92 0.00310 0.00253 12 438 400 1165.6 3.0 4.5 1.50 58 608.44 0.00360 0.00254 12 438 250 925.6 4.0 4.5 1.13 46 681.24 0.00405 0.00255 12 438 300 1005.6 4.0 4.5 1.13 46 740.12 0.00441 0.00256 12 438 400 1165.6 4.0 4.5 1.13 46 857.88 0.00514 0.00257 12 438 300 1005.6 3.0 3.0 1.00 36 325.81 0.00191 0.00258 12 438 300 1005.6 3.0 4.5 1.50 58 524.92 0.00310 0.00259 12 438 150 765.6 3.0 4.5 1.50 58 399.64 0.00235 0.0025

10 12 438 150 765.6 4.0 4.5 1.13 46 563.48 0.00333 0.002511 15 510 1200 2532.0 3.0 4.0 1.33 53 1207.76 0.00415 0.002512 15 510 1200 2532.0 3.0 3.0 1.00 36 820.37 0.00279 0.002513 20 630 400 1396.0 3.0 4.0 1.33 53 665.89 0.00114 0.002514 20 630 400 1396.0 2.5 3.0 1.20 46 401.35 0.00069 0.0025

As.perlu Dipakai As(cm2) (cm2)

2.70 D10-150 5.232.94 D10-150 5.233.42 D10-150 5.233.84 D10-150 5.234.19 D10-150 5.234.88 D10-150 5.232.38 D10-150 5.232.94 D10-150 5.232.38 D10-150 5.233.16 D10-150 5.235.18 D10-150 5.233.49 D10-150 5.234.38 D10-150 5.234.38 D10-150 5.23