Kolom dengan Tabel ACI/CUR

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1) Diketahui: fc' = 28 MPa ≈ 30 fy = 414MPa ≈ 400 b = 500mm Bulat h = 500mm D = 565mm d' = 65 mm d = 435mm Pu = 1592.8kN Mu = 637.12kNm eu = 400mm 637.12/1592.8*1000 Tentukan : a) Cara Tabel/Grafis

b) Tulangan longitudinal dan tulangan lateral

Kolom Persegi (2 sisi atau 4 sisi)

γ=(h - 2d')/h = (500 - 2*65)/500 = 0.74 ≈ 0.8 Ø = 0.65 Kolom Bulat γ=(D - 2d')/D = (565 - 2*65)/565 = 0.77 ≈ 0.8 Ø = 0.75 Ag = 250000 b x h Persegi Ag = 250719 π/4*h² Bulat Sumbu Y Kolom Ø Kn = Pu/(Ø Ag fc') = 0.35 2sisi 0.65 1592800/(0.65*250000*28) Kn = Pu/(Ø Ag fc') = 0.35 4sisi 0.65 1592800/(0.65*250000*28) Kn = Pu/(Ø Ag fc') = 0.303 bulat 0.75 1592800/(0.75*250719*28) Pengikat Spiral 0.90 0.75 0.65

Transisi Kontrol _Tarik Kontrol Tekan Ø = 0.75 + (εt - 0.002) (50) Ø = 0.65 + (εt - 0.002) (250/3) Ø εt = 0.005 εt = 0.002 c/dt = 0.375 c/dt = 0.600

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GRAFIK ACI/SNI

Sumbu X Kolom

Rn =Pu/(Ø Ag fc') x (e/h) = 0.28 2sisi 0.35*(400/500) Rn =Pu/(Ø Ag fc') x (e/h) = 0.28 4sisi 0.35*(400/500) Rn =Pu/(Ø Ag fc') x (e/D) = 0.215 bulat 0.303*(400/565) KOLOM PERSEGI (Dua Sisi)

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γ= 0.7 _ρt ₌ 0.03353 Interpolasi γ ρt 0.7 0.03353 0.8 0.0353 0.74 0.034238 0.03353+ (0.74 - 0.7)/(0.8 - 0.7)*(0.0353-0.03353) Ast = ρ Ag 0.034238*250000

8559.5 mm² AtColumn(fc, fy, b, h, d', Pu, Mu, n) fungsi : 6614 mm² n = sisi, 0, 2 , 4

6593.0176 mm² (manual) 6598 gunakan 10D28

Ast = 6450 mm²

ρt = 0.0258 0.026456

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GRAFIK ACI/SNI

KOLOM PERSEGI (Empat Sisi)

0.21 0.52 ρ = 0.04 ρt = 0.044 Ast = ρ Ag 0.044*250000 11000 mm²

fungsi : 10686 mm² AtColumn(fc, fy, b, h, d', Pu, Mu, n) 10660.4 n = sisi, 0, 2 , 4

10 15 20 25 30

gunakan 16D28 10895 10918 10923 10924 10923 Ast = 10320 mm²

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KOLOM BULAT 0.1 0.51 ρ = 0.06 ρt = 0.062 Ast = ρ Ag 0.062*250719 15544.578 mm² gunakan 20D32 Ast = 16380 mm² ρt = 6.53%

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GRAFIK CUR 1) Diketahui: fc' = 28 MPa ≈ 30 fy = 414MPa ≈ 400 b = 500mm Bulat h = 500mm D = 565mm d' = 65 mm d = 435mm Pu = 1592.8kN Mu = 637.12kNm eu = 400mm 637.12/1592.8*1000 Tentukan : a) Cara Tabel/Grafis

b) Tulangan longitudinal dan tulangan lateral

Kolom Persegi (2 sisi atau 4 sisi) d'/h = 65/500 ≈ 0.13 Ø = 0.65 Pengikat Spiral 0.90 0.75 0.65

Transisi Kontrol _Tarik Kontrol Tekan Ø = 0.75 + (εt - 0.002) (50) Ø = 0.65 + (εt - 0.002) (250/3) Ø εt = 0.005 εt = 0.002 c/dt = 0.375 c/dt = 0.600

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Kolom Bulat d'/h = 65/565 ≈ 0.115 Ø = 0.75 Ag = 250000 b x h Persegi Ag = 250719 π/4*h² Bulat Sumbu Y Kolom Ø Kn = Pu/(Ø Ag fc') = 0.35 2sisi 0.65 1592800/(0.65*250000*28) Kn = Pu/(Ø Ag fc') = 0.35 4sisi 0.65 1592800/(0.65*250000*28) Kn = Pu/(Ø Ag fc') = 0.303 bulat 0.75 1592800/(0.75*250719*28) Sumbu X Kolom

Rn =Pu/(Ø Ag fc') x (e/h) = 0.28 2sisi 0.35*(400/500) Rn =Pu/(Ø Ag fc') x (e/h) = 0.28 4sisi 0.35*(400/500) Rn =Pu/(Ø Ag fc') x (e/D) = 0.215 bulat 0.303*(400/565)

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GRAFIK CUR KOLOM PERSEGI (Dua Sisi)

0.35

0.28

0.35

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d'/h = 0.1 _ρt ₌ 0.022 d'/h = 0.15 _ρt ₌ 0.025 Interpolasi d'/h = 0.13 _ρt _{= 0.022 + (0.13 - 0.1)/(0.15 - 0.1)*(0.025 - 0.022)} ρt = 0.0238 Koefisien = 1.12 = (28-25)/(30-25)*(1.2-1)+1 ρt = 1.12*0.0238 0.026656 Ast = ρ Ag 0.026656*250000 6664 mm² fungsi : 6614 mm² n = sisi, 0, 2 , 4 6593.0176 mm² (manual) 6598 gunakan 10D28 Ast = 6450 mm² ρt = 0.0258 0.026456 4 kolom table

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GRAFIK CUR KOLOM PERSEGI (Empat Sisi)

0.35

0.28

0.35

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d'/h = 0.1 _ρt ₌ 0.031 d'/h = 0.15 _ρt ₌ 0.036 Interpolasi d'/h = 0.13 _ρt _{= 0.031 + (0.13 - 0.1)/(0.15 - 0.1)*(0.036 - 0.031)} ρt = 0.034 Koefisien = 1.12 ρt = 1.12*0.034 ρt = 0.03808 Ast = ρ Ag 0.03808*250000 9520 mm² fungsi : 10686 mm² 10660.4 gunakan 16D28 Ast = 10320 mm² ρt = 0.04128 6 kolom table

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GRAFIK CUR KOLOM BULAT 0.303 0.215 0.303 0.215

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d'/h = 0.1 _ρt ₌ 0.037 d'/h = 0.15 _ρt ₌ 0.038 Interpolasi d'/h = 0.13 _ρt _{= 0.037 + (0.13 - 0.1)/(0.15 - 0.1)*(0.038 - 0.037)} ρt = 0.0376 Koefisien = 1.12 ρt = 1.12*0.0376 ρt = 0.042112 Ast = ρ Ag 0.042112*250719 10558.279 mm² gunakan 16D28 Ast = 10320 mm² ρt = 4.12% gunakan 16D28 Ast = 10320 mm² ρt = 400000 8 kolom table

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GRAFIK CUR b) TULANGAN LATERAL

1) Syarat :

Tulangan longitudinal bila <= 32 mm pakai d = 10 mm

Tulangan longitudinal bila > 32 mm pakai d = 12 mm

Tulangan longitudinal = 28 mm pakai d = 10 mm

2) Jarak/spasi tidak melebihi a) 48 d lateral

b) 16 D longitudinal

c) nilai terkecil dari b dan h, kolom a) 48 d = 48 x 10= 480 mm b) 16 D = 16 x 28= 448 mm

c) b = 500

h = 500

minimum dari a), b), c) = 448 mm gunakan jarak = 400 mm

Sengkang Ø10 - 400

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GAMBAR SKET PENULANGAN b = 500 mm h = 500 mm Dua Sisi 10D28 Ø10 - 400 Empat Sisi 16D28 Ø10 - 400 Bulat 16D28 Ø10 - 400 10 kolom table

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(BULAT) GESER KOLOM BULAT

Ditanya : Tulangan Geser 80

fc' = 27 MPa fys = 400 MPa D D = 400 mm d = 320 mm ds = 10 mm → Av = 158 mm² d Øsh = 0.65(SNI 03-2847 2013 : 9.3.2.3) bw = D Vu = 100 kN d = 0.8D Nu = 469 kN bwd = 0.8D² Mu = 176 kNm Vn = Vu/Ø = 153,846.0 N = 100000/0.65 Kapasitas Beton Ag = 0.25*π*400^2 125664 mm² Vc = 81300 N = [1 - 469000/(14*125664)] * √(27)/6×0.8×400² Vs = Vn - Vc = 72,546 N = 153846 - 81300 s = (Av fyt d) / Vs s = (d/2 < 600) s = (Av fyt d) / Vs tidak perlu sengkang s = (d/4 < 300)

sengkang minimum perbesar demensi

0.5Vc Vc 3 Vc 0 40650 81300 243900 153846 = 40650 = 81300/2 = 81300 = 243900 = 3×81300 = 406500 = 5×81300 5 Vc 406500 Zona 4 Zona 5 Zona 2 Zona 3 Zona 1 𝑉𝑐 = 1 + 𝑁𝑢 14 𝐴𝑔 𝑓𝑐′ 6 0.8𝐷2 𝑉𝑐 2 3𝑉𝑐 5𝑉𝑐 𝑉𝑐

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Jarak Sengkang 1 Zona 2 Vc/2 < Vn ≤ Vc 40650 ≤ Vn ≤ 81300 3.079 > 3 = 16/√(27) = 3 minimum 474 = 3×158×400/400 160 = 320/2 160 mm s ≤ 600

Jarak Sengkang 2 Zona 3 Vc < Vn ≤ 3Vc 81300 < Vn ≤ 243900

279 = 158×400×320/72546

160 = 320/2 160 mm

s ≤ 600

Jarak Sengkang 3 Zona 4 3Vc < Vn ≤ 5Vc 243900 < Vn ≤ 406500

279 = 158×400×320/72546

80 = 320/4 80 mm

s ≤ 300

Zona Vc1 Vc2 S S(mm)

1) Vn ≤ Vc/2 0 40650 tidak perlu sengkang 0 0

474 smax = d/2 ≤ 600mm 160 s ≤ (Av fy d/Vs) 279 smax = d/2 ≤ 600mm 160 s ≤ (Av fy d/Vs) ; 279 smax = d/4 ≤ 300mm 80

5) Vn > 5Vc 406500 ∞ demensi diperbesar ubah ubah

Berdasarkan: SNI 2847:2013 1) Vn ≤ Vc/2 SNI 11.4.6.1 2) Vc/2 < Vn ≤ Vc 3) Vc < Vn ≤ 3Vc 4) 3Vc < Vn ≤ 5Vc 5) Vn > 5Vc SNI 11.4.7.9 SNI 11.4.6.3 SNI 11.4.5.1 SNI 11.4.5.3 3) Vc < Vn ≤ 3Vc 81300 243900 160 4) 3Vc < Vn ≤ 5Vc 243900 406500 80 Jarak Sengkang 2) Vc/2 < Vn ≤ Vc 40650 81300 160

𝑠 ≤

𝛿 𝐴𝑣𝑓𝑦 𝐷

=

𝑠 ≤𝑑 2= 𝑠 ≤𝐴𝑣 𝑓𝑦 𝑑 𝑉𝑠 = 𝑠 ≤𝑑 2= 𝑠 ≤𝐴𝑣 𝑓𝑦 𝑑_𝑉𝑠 = 𝑠 ≤ 𝑑 4= 𝛿 = 16 𝑓𝑐′=

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(BULAT) PENULANGAN GESER

Vn = 153846 N

Zona (3) = Vn ≤ Vc/2

Batasan sengkang : s ≤ (Av fy d/Vs) ; smax = d/2 ≤ 600mm

Zona (3) = 81300 < 153846 ≤ 243900 s ≤ (Av fy d/Vs) = 279 = 158×400×320/72546 s ≤ d/2 = 160 = 320/2 s ≤ 600 mm s perlu = 160 mm using S = 150 mm Gunakan Sengkang D10 - 150

DESAIN TULANGAN LONGITUDINAL

TABEL CUR e = Mu/Pu = 375.26652 mm Pu/(Ø Ag 0.85 fc')= 0.2501877 Pu*(e/h)= 0.2347177 d'/h = 0.1 KOLOM BULAT d'/h ρt 0.1 0.042 β(faktor pengali) 1.08 Astot= β ρt Ag 1.08*0.042*125664 5700.119 mm² Gunakan 8D32 6552 mm² D10 - 150 8D32

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0.2 0.2125 0.225 0.2375 0.25 0.2625 0.275 0.2875 0.25 0.23

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(DUA SISI ) GESER KOLOM PERSEGI (2 SISI)

fc' = 32 MPa fys = 420 MPa bw = 250 mm h = 400 mm d = 340 mm ds = 10 mm n kaki = 2 buah → Av = 158 mm²

Øsh = 0.65(SNI 03-2847 2013 : 9.3.2.3) Jarak = SGeser(fc, fy, b, d, ds, nk, Vu)

Vu = 112 kN Jarak = =SGeser(B4,B5,B7,B8,B9,B10,B13) Nu = 499 kN Jarak = #NAME? Mu = 199 kNm Vn = Vu/Ø = 172,308.0 N = 112000/0.65 Kapasitas Beton Ag = 250*400 100000 mm² Vc = 51575 N = [1 - 499000/(14*100000)] * √(32)/6×250×340 Vs = Vn - Vc = 120,733 N = 172308 - 51575 s = (Av fyt d) / Vs s = (d/2 < 600) s = (Av fyt d) / Vs tidak perlu sengkang s = (d/4 < 300)

0.5Vc Vc 3 Vc 0 25787.5 51575 154725 172308 = 25787.5 = 51575/2 = 51575 = 154725 = 3×51575 = 257875 = 5×51575 5 Vc 257875 Zona 4 Zona 5 Zona 2 Zona 3 Zona 1 𝑉𝑐 = 1 + 𝑁𝑢 14 𝐴𝑔 𝑓𝑐′ 6 𝑏𝑤𝑑 𝑉𝑐 2 3𝑉𝑐 5𝑉𝑐 𝑉𝑐

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Jarak Sengkang 1 Zona 2 Vc/2 < Vn ≤ Vc 25787.5 ≤ Vn ≤ 51575 2.828 < 3 = 16/√(32) = 2.828 minimum 750.6643 = 2.828×158×420/250 170 = 340/2 170 mm s ≤ 600

187 = 158×420×340/120733

170 = 340/2 170 mm

s ≤ 600

187 = 158×420×340/120733

85 = 340/4 85 mm

s ≤ 300

1) Vn ≤ Vc/2 0 25787.5 tidak perlu sengkang 0 0

750.664 smax = d/2 ≤ 600mm 170 s ≤ (Av fy d/Vs) 187 smax = d/2 ≤ 600mm 170 s ≤ (Av fy d/Vs) ; 187 smax = d/4 ≤ 300mm 85

Berdasarkan: SNI 2847:2013 1) Vn ≤ Vc/2 SNI 11.4.6.1 2) Vc/2 < Vn ≤ Vc 3) Vc < Vn ≤ 3Vc 4) 3Vc < Vn ≤ 5Vc 5) Vn > 5Vc SNI 11.4.7.9 SNI 11.4.6.3 SNI 11.4.5.1 SNI 11.4.5.3 3) Vc < Vn ≤ 3Vc 51575 154725 170 4) 3Vc < Vn ≤ 5Vc 154725 257875 85 Jarak Sengkang 2) Vc/2 < Vn ≤ Vc 25787.5 51575 170

𝑠 ≤

𝛿 𝐴𝑣𝑓𝑦 𝑏

=

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(DUA SISI ) PENULANGAN GESER

Vn = 172308 N

Zona (4) = 154725 < 172308 ≤ 257875 s ≤ (Av fy d/Vs) = 187 = 158×420×340/120733 s ≤ d/4 = 85 = 340/4 s ≤ 300 mm s perlu = 85 mm using S = 75 mm Gunakan Sengkang D10 - 75

TABEL CUR e = Mu/Pu = 398.7976 mm Pu/(Ø Ag 0.85 fc')= 0.2822398 Pu*(e/h)= 0.2813914 d'/h = 0.15 KOLOM 2 Sisi d'/h ρt 0.1 0.0248 0.15 0.0266 0.15 0.0266 β(faktor pengali) 1.252 Astot= β ρt Ag 1.252*0.0266*100000 3330.32 mm² Gunakan 6D28 3870 mm² D10 - 75 6D28 400

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0.28

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(DUA SISI )

0.28

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GESER KOLOM PERSEGI (4 sisi)

fc' = 31 MPa fys = 360 MPa bw = 350 mm h = 700 mm d = 590 mm ds = 10 mm n kaki = 2 buah → Av = 158 mm²

Øsh = 0.65(SNI 03-2847 2013 : 9.3.2.3) Jarak = SGeser(fc, fy, b, d, ds, nk, Vu)

Vu = 160 kN Jarak = =SGeser(B4,B5,B7,B8,B9,B10,B13) Nu = 753 kN Jarak = #NAME? Mu = 453 kNm Vn = Vu/Ø = 246,154.0 N = 160000/0.65 Kapasitas Beton Ag = 350*700 245000 mm² Vc = 149556 N = [1 - 753000/(14*245000)] * √(31)/6×350×590 Vs = Vn - Vc = 96,598 N = 246154 - 149556 s = (Av fyt d) / Vs s = (d/2 < 600) s = (Av fyt d) / Vs tidak perlu sengkang s = (d/4 < 300)

0.5Vc Vc 3 Vc 0 74778 149556 448668 246154 = 74778 = 149556/2 = 149556 = 448668 = 3×149556 = 747780 = 5×149556 5 Vc 747780 Zona 4 Zona 5 Zona 2 Zona 3 Zona 1 𝑉𝑐 = 1 + 𝑁𝑢 14 𝐴𝑔 𝑓𝑐′ 6 𝑏𝑤𝑑 𝑉𝑐 2 3𝑉𝑐 5𝑉𝑐 𝑉𝑐

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(EMPAT SISI)

Jarak Sengkang 1 Zona 2 Vc/2 < Vn ≤ Vc 74778 ≤ Vn ≤ 149556 2.874 < 3 = 16/√(31)

= 2.874 minimum

467.0661 = 2.874×158×360/350

295 = 590/2 295 mm

s ≤ 600

347 = 158×360×590/96598

295 = 590/2 295 mm

s ≤ 600

347 = 158×360×590/96598

147.5 = 590/4 147.5 mm

s ≤ 300

1) Vn ≤ Vc/2 0 74778 tidak perlu sengkang 0 0

467.066 smax = d/2 ≤ 600mm 295 s ≤ (Av fy d/Vs) 347 smax = d/2 ≤ 600mm 295 s ≤ (Av fy d/Vs) ; 347 smax = d/4 ≤ 300mm 147.5

Berdasarkan: SNI 2847:2013 1) Vn ≤ Vc/2 SNI 11.4.6.1 2) Vc/2 < Vn ≤ Vc 3) Vc < Vn ≤ 3Vc 4) 3Vc < Vn ≤ 5Vc 3) Vc < Vn ≤ 3Vc 149556 448668 295 Jarak Sengkang 2) Vc/2 < Vn ≤ Vc 74778 149556 295 4) 3Vc < Vn ≤ 5Vc 448668 747780 147.5 SNI 11.4.6.3 SNI 11.4.5.3 SNI 11.4.5.1

𝑠 ≤

𝛿 𝐴𝑣𝑓𝑦 𝑏

=

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PENULANGAN GESER

Vn = 246154 N

Zona (3) = 149556 < 246154 ≤ 448668 s ≤ (Av fy d/Vs) = 347 = 158×360×590/96598 s ≤ d/2 = 295 = 590/2 s ≤ 600 mm s perlu = 295 mm using S = 275 mm Gunakan Sengkang Ø10 - 275

TABEL CUR e = Mu/Pu = 601.59363 mm Pu/(Ø Ag 0.85 fc')= 0.1794465 Pu*(e/h)= 0.1542198 d'/h = 0.1571429 KOLOM 4 Sisi d'/h ρt 0.15 0.014 0.2 0.016 0.1571 0.014284 0.014+(0.1571-0.15)/(0.2-0.15)*(0.016-0.014) β(faktor pengali) 1.226 Astot= β ρt Ag 1.226*0.014284*245000 4290.4851 mm² Gunakan 8D28 5160 mm² Ø10 - 275 8D28 700 350

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(EMPAT SISI)

0.18

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0.18

0.15

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DESIGN KOLOM CARA TABEL/GRAFIK

(Hitung Tulangan Longitudinal dan Tulangan Transversal/Geser)

fc' fy b h/D d' Pu Mu Vu Type Atot Geser

MPa MPa mm mm mm (kN) (kNm) (kN) Kolom mm² Sengkang

1 3114001 SAMI NASSER OMAR BAKARMAN 28 410 300 500 80 1,050 441 100 Bulat 9,775 D10 - 200

2 3114008 ALDI DWI KURNIAWAN 30 350 350 500 80 609 297 124 4 Sisi 3,425 Ø10 - 200

3 3114023 FERRY ANGGRIAWAN 29 420 300 550 80 681 371 180 2 Sisi 3,060 D10 - 100

4 3114044 ADHITA MAHARANI 26 420 300 600 80 591 280 104 4 Sisi 1,800 D10 - 250

5 3114045 MUHAMAD FARID ILYAS 27 400 300 650 90 1,780 634 152 4 Sisi 10,588 D10 - 125

6 3114050 RICO DWI HERMAWAN 28 350 350 750 70 2,435 1,186 200 2 Sisi 9,644 Ø10 - 150

7 3114056 MUHAMMAD CHABIBULLAH 29 360 300 500 80 489 191 144 4 Sisi 1,500 Ø10 - 175

8 3114059 HARYS KURNIAWAN 29 410 350 900 140 2,625 1,378 104 2 Sisi 10,966 D10 - 375

9 3114062 DWICKY AFRIZAL RIZQY 31 400 250 400 60 316 80 132 4 Sisi 1,000 D10 - 75

10 3114068 MOCHAMMAD RIZKY GHOZALI 32 410 300 600 90 705 581 180 2 Sisi 7,031 D10 - 175

11 3114071 RHYANS HARKANAS ANUGERAH W. 34 410 250 600 90 655 343 148 2 Sisi 1,500 D10 - 225

12 3114074 WAHYU ADITYA PRATAMA 31 350 250 400 60 361 105 188 Bulat 1,257 Ø10 - 75

13 3114075 RACHMATDHANY ZYANDRA AZIZ 28 360 300 800 120 811 527 164 2 Sisi 2,400 Ø10 - 325

14 3114077 JANUARIO D. C. FERNANDES 29 410 300 800 120 766 470 152 4 Sisi 2,400 D10 - 325

15 3114082 YOAB ORLANDO IEK 31 420 500 500 80 1,760 620 176 Bulat 15,117 D10 - 100

16 3114083 GREDIAN GALU SUKMA 33 390 600 600 90 1,970 776 196 Bulat 15,971 Ø10 - 175

17 3114091 ANTONIUS YUAN MEZE LAKI 30 380 350 900 140 1,063 903 136 4 Sisi 3,150 Ø10 - 375

18 3114094 AHMAD RUMANTO 28 380 550 600 90 1,495 447 140 4 Sisi 8,760 Ø10 - 250

19 3114103 MOCHAMAD FAISOL 29 390 350 500 80 441 156 100 Bulat 1,964 Ø10 - 200

20 3114105 GIDION ALFRET BOLE 33 360 250 600 90 563 253 112 2 Sisi 1,500 Ø10 - 250

21 3114150 SASMITO BAYU KUSUMO 33 420 300 800 120 1,610 518 312 Bulat 5,027 D10 - 300

22 3115090 ANTIKA WENDAYANI 28 400 350 500 80 558 249 164 4 Sisi 2,318 D10 - 150

23 3115097 SITI AMALIA AHLIANA 30 400 250 500 80 448 160 180 4 Sisi 1,250 D10 - 100

key Answer

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MPa MPa mm mm mm (kN) (kNm) (kN) Kolom mm² Sengkang key Answer

No NIM Nama

26 3114004 ERIYANTO 34 360 300 800 120 1,695 575 100 2 Sisi 2,400 Ø10 - 325

27 3114011 PRASETYO ADI SUNGKONO 30 380 350 900 140 1,030 849 188 4 Sisi 3,150 Ø10 - 375

28 3114016 NANANG BUDI SETYAWAN 27 360 350 500 80 508 206 172 4 Sisi 1,750 Ø10 - 125

29 3114020 NANDA PUTRI AYUNINGTYAS 29 380 300 600 90 743 441 136 4 Sisi 4,655 Ø10 - 250

30 3114024 DAVID ANWAR 34 370 350 500 80 591 280 184 2 Sisi 1,750 Ø10 - 125

31 3114026 MUHAMAD ARIF 30 360 300 800 120 813 528 192 Bulat 5,027 Ø10 - 200

32 3114039 DELLA SEPTA DWI A. P. 32 410 300 600 90 624 311 180 Bulat 2,827 D10 - 225

33 3114041 YOGA DWI ANGGORO 28 380 350 600 90 1,625 528 188 Bulat 11,393 Ø10 - 200

34 3114042 KORNIADI 30 410 350 400 60 320 82 196 Bulat 1,257 D10 - 75

35 3114047 DWI ARIS SASENO 26 370 250 400 60 318 81 136 Bulat 1,257 Ø10 - 150

36 3114048 SYAHRUR ROMADHONA 30 420 300 550 60 1,270 323 180 2 Sisi 7,884 D10 - 100

37 3114051 TJATUR RAHMADI MAULANA 30 360 300 500 80 516 213 140 4 Sisi 2,023 Ø10 - 175

38 3114052 ARIF ARDIANSYAH PALMA 30 380 300 800 120 893 637 152 2 Sisi 2,400 Ø10 - 325

39 3114053 DINI STIYONINGSIH 28 380 250 500 80 520 216 144 Bulat 2,433 Ø10 - 200

40 3114064 YOGI AGENG PRAMBUDI 26 420 300 600 90 1,650 545 132 2 Sisi 7,436 D10 - 125

41 3114072 MUHAMMAD SHOFIYUL HAKIM 34 370 250 500 80 571 261 188 Bulat 3,118 Ø10 - 150

42 3114076 GYLLIAN PAULI RONALDO P. 29 420 300 500 80 569 259 112 4 Sisi 2,566 D10 - 200

43 3114080 MOCH. RIZKI PRATAMA 26 370 350 500 80 464 172 192 Bulat 1,964 Ø10 - 150

44 3114088 EVA WAHYU TRILIYAH 32 380 350 700 110 764 467 144 4 Sisi 2,450 Ø10 - 275

45 3114093 DEBIE ANIE DIANITA SETIAWAN 27 370 350 650 110 2,220 986 140 Bulat 22,010 Ø10 - 250

46 3114097 DENDY PARISANDY 34 410 300 800 120 1,690 571 176 4 Sisi 2,400 D10 - 250

47 3114098 DWI BAGUS SETIAWAN 33 370 300 500 80 563 253 104 2 Sisi 1,500 Ø10 - 200

48 3114128 LUKMAN HAKIM 27 350 250 500 80 618 305 120 Bulat 6,151 Ø10 - 200

49 3114130 GRACIA ANGELITA 32 370 300 500 80 470 177 124 2 Sisi 1,500 Ø10 - 200

50 3114136 ABDUL MUHAIMIN 32 420 300 800 120 2,095 878 148 2 Sisi 6,666 D10 - 150

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DESIGN KOLOM CARA TABEL/GRAFIK

MPa MPa mm mm mm (kN) (kNm) (kN) Kolom mm² Sengkang key Answer

No NIM Nama

51 3114149 YUNITA FARAHDIBA 27 370 350 900 140 1,765 623 116 4 Sisi 3,150 Ø10 - 375

52 3114153 ANDREY FERDIAN RUMPUIN 28 390 300 500 80 446 159 168 2 Sisi 1,500 Ø10 - 150

53 3114156 DENI SAAT AARDIS 28 410 500 800 120 2,735 1,496 152 2 Sisi 18,363 D10 - 325

54 3114161 AHYAT WIRANATA 28 350 300 800 120 699 391 140 4 Sisi 2,400 Ø10 - 325

55 3114163 FIKKI EFENDI 29 390 350 600 90 1,735 602 136 Bulat 13,303 Ø10 - 225

56 3114164 EUGENE YUDHISTIRA BAGGIO 29 370 250 500 80 533 227 116 2 Sisi 2,161 Ø10 - 200

57 3115090 ANTIKA WENDAYANI 32 370 300 800 120 2,095 878 176 Bulat 10,284 Ø10 - 200

58 3115143 AMIN FARRASI ZAIN 31 360 500 900 140 3,555 2,528 188 Bulat 41,178 Ø10 - 175

59 3115144 ROBBY RAMADHAN 30 400 500 600 90 1,875 703 144 2 Sisi 10,413 D10 - 250

60 3115145 MUHAMAD YUNUS BACHTIAR 28 360 300 650 90 770 474 104 4 Sisi 4,083 Ø10 - 275

61 3115146 RIFKY SETIA RAHARDI 31 350 250 600 90 1,370 375 108 2 Sisi 4,330 Ø10 - 125

62 3115158 ACHMAD ZAINUDDIN RM 30 360 500 700 110 2,675 1,431 172 Bulat 29,838 Ø10 - 275

63 Cadangan1 34 380 300 800 120 978 765 132 2 Sisi 5,074 Ø10 - 325 64 Cadangan2 28 420 250 600 90 650 338 192 4 Sisi D10 - 125 65 Cadangan3 28 360 350 500 80 530 225 188 4 Sisi Ø10 - 125 66 Cadangan4 29 400 500 900 140 3,760 2,828 200 Bulat D10 - 200 67 Cadangan5 27 390 250 500 80 610 298 160 4 Sisi Ø10 - 100 68 Cadangan6 27 400 350 500 80 578 267 112 2 Sisi D10 - 200 69 Cadangan7 30 380 300 600 90 1,585 502 120 Bulat Ø10 - 225 70 Cadangan8 28 370 350 900 140 1,046 876 108 2 Sisi Ø10 - 375 71 Cadangan9 33 390 250 500 80 615 303 152 Bulat Ø10 - 200 72 Cadangan10 27 370 300 500 80 595 283 188 Bulat Ø10 - 150 73 Cadangan11 27 350 300 500 80 573 262 180 2 Sisi Ø10 - 100