Panjang Bentang 7000DATA UMUMfy 400.00 Mpa DATA TULANGAN LENTURf'c 25.00 Mpa MUT= 286219941.00 Nmmfy s 320.00 Mpa MUL= 183987050.60 Nmm

lebar 300 mmA 0.00313 tinggi 550 mmB 0.00350 decking 40 mm

D lentur 25 mmrho min= 0.00350 D geser 8 mmrho min= 0.00350 phi 0.9rho maks 0.02030

d' 60.5 mmd 489.5 mm

Tumpuan LapanganMn 318022156.66667 204430056Rn 4.4241590481023 2.84392475m 18.823529411765 18.8235294rho 0.0125405401927 0.0076624

rho digunakan 0.01254 0.00766

As perlu 1841.5783273026 1125.22326AS 25 491.07142857143 491.071429n 3.7501231392343 2.29136372pembulatan 4 3s 34.666666666667 64.5

OK OK

DATA TULANGAN GESERVu 205725.51 NLebar Kolom 350 mmB/2 175 mmL/2 3500 mmphi 0.75

Vud sejarak x1x1 489.5 mmVud 175439.00258797 NVn 233918.67011729Cek Kemampuan BetonVc 124822.5 Nphi*Vc 93616.875 N

0,5phi*Vc 46808.4375 N

Cek Kondisi perlu tulangan Geser

Perlu tulangan GeserVs 109096.17011729 NCek dimensi0,66 Fc b d 484605 N

MANTAPJarak Maksimum 0,33 fc b d 242302.5 NSmak d/2 244.75 mmSmak d/4 122.375 mm

Perhitungan Jarak SengkangDaerah 1Vud>phiVcAv/s 0.6964770819541 mm2/mmAv 2D8 100.57142857143 mm2S 144.40019804995 mmS terpasang 100 mmAv/s terpasang 1.0057142857143 mm2/mmdipasang phi8-100

Daerah 20,5phiVc<Vu<phiVcAv/s( 0,062fc'bs/fy) 0.290625 mm2/mmAv/s (0,35bs/fy) 0.328125 mm2/mmAv/s digunakan 0.32813 mm2/mmAv 2D8 100.57142857143 mm2S 306.50340136054 mmS terpasang 200 mmAv/s terpasang 0.5028571428571 mm2/mmdipasang phi8-200

Daerah 3Vu<phiVctidak perlu geser dipasang phi8-200

Cek GESER SAP2000DataVu 230625.33 NVc 124822.5 NphiVc 93616.875 N0,5phiVc 46808.4375 N

Vn 307500.44 NKebutuhan GeserCek perlu tulangan GeserVs 182677.94Cek Dimensi0,66 Fc b d 484605 N

MANTAPAv/s 1.1662279111338 mm2/mm

Av/s terpasang 1.0057142857143 mm2/mm

mm keterangan

Combo1,2D+L+Ex+0,3Ey1,2D+L+Ex+0,3Ey

NmmN/mm2

mm2mm2tulangantulanganmm

Combo1,2D+L-Ex-0,3Ey

Jika Perlu GeserbK/2 175.00

X1 489.50

Warna MERAH wajib ganti sesuai data masing"

X2 1322.43X3 756.53X4 756.53

Geser Minimum Tidak Perlu GeserAv/s (bs/3fy) 0.328125 mm2 dipasang tulangan minimumAv/s( 75fc'bs/ 0.290625 mm2digunakan 0.328125 mm2

MANTAPNONONO

MANTAP

wajib ganti sesuai data masing"

dipasang tulangan minimum