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Tabel Penulangan Geser Balok

Vs = ( Asv fyv d ) / s

Mutu Bahan : Vc (min) = ( f'c / 6 ) tw d Vs (max) = 2/3 x ( f'c / 6 ) 0,6

Beton : 30 Mpa Vu (hit) = ( V / B x H ) Vs-Rem = Vu-(2-2) - Vn

Baja : 240 Mpa V s = Vu - Vc (min) Vn = f ( Vc + Vs )

No V tu Vc(min) < Vu (hit) Vs (hit) < Vsmax(max) Vn y (per 1m) A hit A min Jumlah tul begel A pakai Ket

B ( cm ) H ( cm ) V lu Mpa Mpa Mpa Mpa kg mm mm2 mm2 kaki mm mm2

B1 30 60 6716 0.55 > 0.37 -0.17 < 2.19 ok 13016 1000 -364 42 2

8 - 200 502 Tul. Geser Praktis

30 60 311 0 .55 > 0.02 -0.53 < 2.19 ok 13016 1000 -1105 42 2 8 - 200 502 Tul. Geser Praktis

B2 25 40 4487 0.55 > 0.45 -0.10 < 2.19 ok 7325 1000 -172 35 2 8 - 200 502 Tul. Geser Praktis

25 40 77 0.55 > 0.01 -0.54 < 2.19 ok 7325 1000 -938 35 2 8 - 200 502 Tul. Geser Praktis

B3 20 40 672 0.55 > 0.08 -0.46 < 2.19 ok 6366 1000 -644 28 2 8 - 200 502 Tul. Geser Praktis

20 40 0 0.55 > 0.00 -0.55 < 2.19 ok 6366 1000 -761 28 2 8 - 200 502 Tul. Geser Praktis

Dimensi Balok