Kolom dengan Tabel ACI/CUR

DESIGN KOLOM CARA GRAFIK ACI/SNI

1) Diketahui: fc' = fy = b= h= d' = d= Pu = Mu = eu =

28 414 500 500 65 435 1592.8 637.12 400

MPa MPa mm mm mm mm kN kNm mm

≈ 30 ≈ 400 Bulat D=

565 mm

637.12/1592.8*1000

Tentukan : a) Cara Tabel/Grafis b) Tulangan longitudinal dan tulangan lateral Ø

Ø = 0.75 + (εt - 0.002) (50)

0.90

0.75

Spiral

0.65

Pengikat

Ø = 0.65 + (εt - 0.002) (250/3)

Kontrol Tekan

Kontrol Tarik

Transisi

εt = 0.002

εt = 0.005

c/dt = 0.600

c/dt = 0.375

Kolom Persegi (2 sisi atau 4 sisi) γ=(h - 2d')/h = (500 - 2*65)/500 = 0.74 ≈ Ø = 0.65

0.8

Kolom Bulat γ=(D - 2d')/D = (565 - 2*65)/565 = 0.77 ≈ Ø = 0.75

0.8

Ag = Ag =

250000 b x h 250719 π/4*h²

Sumbu Y Kn = Pu/(Ø Ag fc') = Kn = Pu/(Ø Ag fc') = Kn = Pu/(Ø Ag fc') =

0.35 0.35 0.303

Persegi Bulat Kolom 2sisi 4sisi bulat

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\03Kolom_Tabel.xlsx

Ø 0.65 0.65 0.75

1592800/(0.65*250000*28) 1592800/(0.65*250000*28) 1592800/(0.75*250719*28)

1

DESIGN KOLOM CARA GRAFIK ACI/SNI

Sumbu X Rn =Pu/(Ø Ag fc') x (e/h) = Rn =Pu/(Ø Ag fc') x (e/h) = Rn =Pu/(Ø Ag fc') x (e/D) =

Kolom 0.28 2sisi 0.35*(400/500) 0.28 4sisi 0.35*(400/500) 0.215 bulat 0.303*(400/565)

KOLOM PERSEGI (Dua Sisi)

0.8

ρt =

0.0353

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\03Kolom_Tabel.xlsx

2

DESIGN KOLOM CARA GRAFIK ACI/SNI

γ= 0.7

ρt =

0.03353

Interpolasi

γ ρt 0.7 0.03353 0.8 0.0353 0.74 0.034238 Ast = ρ Ag 0.034238*250000 8559.5 mm² fungsi : 6614 mm² 6593.0176 mm² gunakan 10D28 Ast = 6450 mm² 0.0258 ρt =

0.03353+ (0.74 - 0.7)/(0.8 - 0.7)*(0.0353-0.03353)

AtColumn(fc, fy, b, h, d', Pu, Mu, n) n = sisi, 0, 2 , 4 (manual) 6598

0.026456

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\03Kolom_Tabel.xlsx

3

DESIGN KOLOM CARA GRAFIK ACI/SNI

KOLOM PERSEGI (Empat Sisi)

0.21 0.52 ρ= ρt = Ast =

fungsi :

gunakan Ast = ρt =

0.04 0.044 ρ Ag 0.044*250000 11000 mm² 10686 mm² 10660.4 16D28 10320 mm²

AtColumn(fc, fy, b, h, d', Pu, Mu, n) n = sisi, 0, 2 , 4 10 15 20 25 10895 10918 10923 10924

30 10923

0.04128

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\03Kolom_Tabel.xlsx

4

DESIGN KOLOM CARA GRAFIK ACI/SNI

KOLOM BULAT

0.1 0.51

ρ= ρt = Ast =

gunakan Ast = ρt =

0.06 0.062 ρ Ag 0.062*250719 15544.578 mm²

20D32 16380 mm² 6.53%

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\03Kolom_Tabel.xlsx

5

DESIGN KOLOM CARA GRAFIK CUR 1) Diketahui: fc' = fy = b= h= d' = d= Pu = Mu = eu =

28 414 500 500 65 435 1592.8 637.12 400

MPa MPa mm mm mm mm kN kNm mm

≈ 30 ≈ 400 Bulat D=

565 mm

637.12/1592.8*1000

Tentukan : a) Cara Tabel/Grafis b) Tulangan longitudinal dan tulangan lateral Ø 0.90

Ø = 0.75 + (εt - 0.002) (50)

0.75

Spiral

0.65

Pengikat Kontrol Tekan

Ø = 0.65 + (εt - 0.002) (250/3) Transisi

Kontrol Tarik

εt = 0.002

εt = 0.005

c/dt = 0.600

c/dt = 0.375

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

1

kolom table

DESIGN KOLOM CARA GRAFIK CUR Kolom Bulat d'/h = 65/565 ≈ 0.115 Ø = 0.75 Ag = Ag =

250000 b x h 250719 π/4*h²

Sumbu Y Kn = Pu/(Ø Ag fc') = Kn = Pu/(Ø Ag fc') = Kn = Pu/(Ø Ag fc') =

Persegi Bulat Kolom 2sisi 4sisi bulat

0.35 0.35 0.303

Sumbu X Rn =Pu/(Ø Ag fc') x (e/h) = Rn =Pu/(Ø Ag fc') x (e/h) = Rn =Pu/(Ø Ag fc') x (e/D) =

0.28 0.28 0.215

Ø 0.65 0.65 0.75

1592800/(0.65*250000*28) 1592800/(0.65*250000*28) 1592800/(0.75*250719*28)

Kolom 2sisi 0.35*(400/500) 4sisi 0.35*(400/500) bulat 0.303*(400/565)

2

kolom table

DESIGN KOLOM CARA GRAFIK CUR KOLOM PERSEGI (Dua Sisi)

0.35

0.35

0.28

0.28

3

kolom table

DESIGN KOLOM CARA GRAFIK CUR d'/h = d'/h = Interpolasi d'/h = Koefisien =

0.1 0.15

ρt = ρt =

0.022 0.025

0.13

ρt = 0.022 + (0.13 - 0.1)/(0.15 - 0.1)*(0.025 - 0.022) 0.0238 ρt = 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

6614 mm² 6593.0176 mm² gunakan 10D28 Ast = 6450 mm² 0.0258 ρt = fungsi :

n = sisi, 0, 2 , 4 (manual)

6598

0.026456

4

kolom table

DESIGN KOLOM CARA GRAFIK CUR KOLOM PERSEGI (Empat Sisi)

0.35

0.35

0.28

0.28

5

kolom table

DESIGN KOLOM CARA GRAFIK CUR d'/h = d'/h = Interpolasi d'/h =

0.1 0.15

ρt = ρt =

0.031 0.036

0.13

Koefisien =

1.12

ρt = 0.031 + (0.13 - 0.1)/(0.15 - 0.1)*(0.036 - 0.031) 0.034 ρt =

ρt = 1.12*0.034 ρt = 0.03808 Ast = ρ Ag 0.03808*250000 9520 mm² fungsi : 10686 mm² 10660.4 gunakan Ast = ρt =

16D28 10320 mm² 0.04128

6

kolom table

DESIGN KOLOM CARA GRAFIK CUR KOLOM BULAT

0.303

0.303

0.215

0.215

7

kolom table

DESIGN KOLOM CARA GRAFIK CUR d'/h = d'/h = Interpolasi d'/h =

0.1 0.15

ρt = ρt =

0.037 0.038

0.13

Koefisien =

1.12

ρt = 0.037 + (0.13 - 0.1)/(0.15 - 0.1)*(0.038 - 0.037) 0.0376 ρt =

ρt = 1.12*0.0376 ρt = 0.042112 Ast = ρ Ag 0.042112*250719 10558.279 mm² gunakan Ast = ρt =

16D28 10320 mm² 4.12%

gunakan Ast = ρt =

16D28 10320 mm² 400000

8

kolom table

DESIGN KOLOM CARA GRAFIK CUR b) TULANGAN LATERAL 1) Syarat : Tulangan longitudinal bila 32 mm pakai d = 12 mm Tulangan longitudinal = pakai d = 10 mm 2) a) b) c)

28 mm

Jarak/spasi tidak melebihi 48 d lateral 16 D longitudinal nilai terkecil dari b dan h, kolom

a) 48 d = b) 16 D = c) b = h=

48 x 10= 16 x 28= 500 500

480 mm 448 mm min =

500 mm

minimum dari a), b), c) = 448 mm gunakan jarak = 400 mm Sengkang Ø10 - 400

9

kolom table

DESIGN KOLOM CARA GRAFIK CUR 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

DESIGN GESER KOLOM (BULAT) GESER KOLOM BULAT Ditanya : Tulangan Geser fc' = 27 MPa fys = 400 MPa

80

D D= d= ds =

400 mm 320 mm 10 mm

→ Av = 158 Øsh = 0.65 Vu = 100 Nu = 469 Mu = 176 Vn = Vu/Ø = 153,846.0

mm²

d bw = D d = 0.8D bwd = 0.8D²

(SNI 03-2847 2013 : 9.3.2.3)

kN kN kNm N

Kapasitas Beton

𝑁𝑢 𝑉𝑐 = 1 + 14 𝐴𝑔

Vc =

81300 N

Vs = Vn - Vc =

72,546 N

= 100000/0.65 Ag =

𝑓𝑐′ 0.8𝐷 2 6

0.25*π*400^2 125664 mm²

= [1 - 469000/(14*125664)] * √(27)/6×0.8×400² = 153846 - 81300

s = (Av fyt d) / Vs s = (d/2 < 600) s = (Av fyt d) / Vs s = (d/4 < 300)

tidak perlu sengkang sengkang minimum 0.5Vc Zona 2

Zona 1

0

Vc

40650

perbesar demensi 3 Vc

Zona 3

81300

5 Vc Zona 4

243900

Zona 5

406500

153846

11 Apr 2016

𝑉𝑐 2

=

40650 = 81300/2

𝑉𝑐

=

81300

3𝑉𝑐 =

243900 = 3×81300

5𝑉𝑐 =

406500 = 5×81300

1

by : Tony Hartono Bagio

DESIGN GESER KOLOM (BULAT)

Jarak Sengkang 1

Zona 2 𝛿=

16 𝑓𝑐′

Vc/2 < Vn ≤ Vc 3.079 >3 = =

𝑠≤

𝛿 𝐴𝑣𝑓𝑦 𝐷

𝑠≤

3

=

𝑑 = 2

𝑠≤

Zona 3

160 = 320/2

Vc < Vn ≤ 3Vc

𝐴𝑣 𝑓𝑦 𝑑 = 𝑉𝑠 𝑑 𝑠≤ = 2

𝑠≤

Zona 4

81300 < Vn ≤ 243900

279 = 158×400×320/72546 160 = 320/2

160 mm

600

3Vc < Vn ≤ 5Vc

𝐴𝑣 𝑓𝑦 𝑑 = 𝑉𝑠 𝑑 𝑠≤ = 4

s ≤ Zona 1) Vn ≤ Vc/2

160 mm

600

s ≤

Jarak Sengkang 3

minimum 474 = 3×158×400/400

s ≤ Jarak Sengkang 2

40650 ≤ Vn ≤ 81300 = 16/√(27)

243900 < Vn ≤ 406500

279 = 158×400×320/72546 80 = 320/4

80 mm

300

Vc1 0

Vc2 40650

2) Vc/2 < Vn ≤ Vc

40650

81300

3) Vc < Vn ≤ 3Vc

81300

4) 3Vc < Vn ≤ 5Vc

243900

5) Vn > 5Vc

406500

Jarak Sengkang tidak perlu sengkang

smax = d/2 ≤ 600mm s ≤ (Av fy d/Vs) 243900 smax = d/2 ≤ 600mm s ≤ (Av fy d/Vs) ; 406500 smax = d/4 ≤ 300mm ∞ demensi diperbesar

S 0 474 160 279 160 279 80 ubah

S(mm) 0 160 160 80 ubah

Berdasarkan: SNI 2847:2013 1) Vn ≤ Vc/2 SNI 11.4.6.1 2) Vc/2 < Vn ≤ Vc SNI 11.4.6.3 SNI 11.4.5.1 3) Vc < Vn ≤ 3Vc 4) 3Vc < Vn ≤ 5Vc SNI 11.4.5.3 5) Vn > 5Vc SNI 11.4.7.9

11 Apr 2016

2

by : Tony Hartono Bagio

DESIGN GESER KOLOM (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 0.1

β(faktor pengali)

1.08

ρt 0.042

Astot=

β ρt Ag 1.08*0.042*125664 5700.119 mm²

Gunakan

8D32 6552

mm²

D10 - 150

8D32

400 11 Apr 2016

3

by : Tony Hartono Bagio

DESIGN GESER KOLOM (BULAT)

0.25

0.23

11 Apr 2016

4

0.21 0.2 0.23 0 0.26 0.2 0.28 by : Tony Hartono Bagio

DESIGN GESER KOLOM (DUA SISI ) GESER KOLOM PERSEGI (2 SISI) Ditanya : Tulangan Geser 77 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

𝑁𝑢 𝑉𝑐 = 1 + 14 𝐴𝑔 Vc =

51575 N

Vs = Vn - Vc =

120,733 N

Ag =

𝑓𝑐′ 𝑏 𝑑 6 𝑤

250*400 100000 mm²

= [1 - 499000/(14*100000)] * √(32)/6×250×340 = 172308 - 51575

s = (Av fyt d) / Vs s = (d/2 < 600) s = (Av fyt d) / Vs s = (d/4 < 300)

tidak perlu sengkang sengkang minimum 0.5Vc Zona 1

0

Vc Zona 2

25787.5

perbesar demensi 3 Vc

Zona 3

51575

5 Vc Zona 4

154725

Zona 5

257875 172308

11 Apr 2016

𝑉𝑐 2

=

𝑉𝑐

=

25787.5 = 51575/2 51575

3𝑉𝑐 =

154725 = 3×51575

5𝑉𝑐 =

257875 = 5×51575

5

by : Tony Hartono Bagio

DESIGN GESER KOLOM (DUA SISI )

Jarak Sengkang 1

Zona 2 𝛿=

16 𝑓𝑐′

Vc/2 < Vn ≤ Vc 2.828 5Vc

257875

170 mm

600

s ≤ Zona 1) Vn ≤ Vc/2

170 mm

600

s ≤

Jarak Sengkang 3

minimum

= 750.6643 = 2.828×158×420/250

s ≤ Jarak Sengkang 2

25787.5 ≤ Vn ≤ 51575 = 16/√(32)

154725 < Vn ≤ 257875

187 = 158×420×340/120733 85 = 340/4

85 mm

300 Vc2 Jarak Sengkang 25787.5 tidak perlu sengkang 51575

smax = d/2 ≤ 600mm s ≤ (Av fy d/Vs) 154725 smax = d/2 ≤ 600mm s ≤ (Av fy d/Vs) ; 257875 smax = d/4 ≤ 300mm ∞ demensi diperbesar

S 0 750.664 170 187 170 187 85 ubah

S(mm) 0 170 170 85 ubah

Berdasarkan: SNI 2847:2013 1) Vn ≤ Vc/2 SNI 11.4.6.1 2) Vc/2 < Vn ≤ Vc SNI 11.4.6.3 SNI 11.4.5.1 3) Vc < Vn ≤ 3Vc 4) 3Vc < Vn ≤ 5Vc SNI 11.4.5.3 5) Vn > 5Vc SNI 11.4.7.9

11 Apr 2016

6

by : Tony Hartono Bagio

DESIGN GESER KOLOM (DUA SISI ) PENULANGAN GESER Vn = 172308 N Zona (4) = Vn ≤ Vc/2 Batasan sengkang : s ≤ (Av fy d/Vs) ; smax = d/4 ≤ 300mm 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

DESAIN TULANGAN LONGITUDINAL 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 0.1 0.15 0.15

β(faktor pengali)

1.252

ρt 0.0248 0.0266 0.0266

Astot=

β ρt Ag 1.252*0.0266*100000 3330.32 mm²

Gunakan

6D28 3870

mm²

D10 - 75

6D28

400

250 11 Apr 2016

7

by : Tony Hartono Bagio

DESIGN GESER KOLOM (DUA SISI )

0.28

0.28

11 Apr 2016

8

by : Tony Hartono Bagio

DESIGN GESER KOLOM (DUA SISI )

0.28

0.28

11 Apr 2016

9

by : Tony Hartono Bagio

DESIGN GESER KOLOM (EMPAT SISI) GESER KOLOM PERSEGI (4 sisi) Ditanya : Tulangan Geser 79 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

𝑁𝑢 𝑉𝑐 = 1 + 14 𝐴𝑔

Ag =

𝑓𝑐′ 𝑏 𝑑 6 𝑤

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 s = (d/4 < 300)

tidak perlu sengkang sengkang minimum 0.5Vc Zona 2

Zona 1

0

Vc

74778

perbesar demensi 3 Vc

Zona 3

149556

5 Vc Zona 4

448668

Zona 5

747780

246154

11 Apr 2016

𝑉𝑐 2

=

𝑉𝑐

=

74778 = 149556/2 149556

3𝑉𝑐 =

448668 = 3×149556

5𝑉𝑐 =

747780 = 5×149556

10

by : Tony Hartono Bagio

DESIGN GESER KOLOM (EMPAT SISI)

Jarak Sengkang 1

Zona 2 𝛿=

16 𝑓𝑐′

Vc/2 < Vn ≤ Vc 2.874 5Vc

747780

Jarak Sengkang tidak perlu sengkang

smax = d/2 ≤ 600mm s ≤ (Av fy d/Vs) 448668 smax = d/2 ≤ 600mm s ≤ (Av fy d/Vs) ; 747780 smax = d/4 ≤ 300mm ∞ demensi diperbesar

S 0 467.066 295 347 295 347 147.5 ubah

S(mm) 0 295 295 147.5 ubah

Berdasarkan: SNI 2847:2013 1) Vn ≤ Vc/2 SNI 11.4.6.1 2) Vc/2 < Vn ≤ Vc SNI 11.4.6.3 SNI 11.4.5.1 3) Vc < Vn ≤ 3Vc 4) 3Vc < Vn ≤ 5Vc SNI 11.4.5.3 5) Vn > 5Vc SNI 11.4.7.9

11 Apr 2016

11

by : Tony Hartono Bagio

DESIGN GESER KOLOM (EMPAT SISI) PENULANGAN GESER Vn = 246154 N Zona (3) = Vn ≤ Vc/2 Batasan sengkang : s ≤ (Av fy d/Vs) ; smax = d/2 ≤ 600mm 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

DESAIN TULANGAN LONGITUDINAL 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 0.15 0.2 0.1571

β(faktor pengali)

1.226

ρt 0.014 0.016 0.014284 0.014+(0.1571-0.15)/(0.2-0.15)*(0.016-0.014)

Astot=

β ρt Ag 1.226*0.014284*245000 4290.4851 mm²

Gunakan

8D28 5160

mm²

Ø10 - 275

8D28

700

350 11 Apr 2016

12

by : Tony Hartono Bagio

DESIGN GESER KOLOM (EMPAT SISI)

0.18

0.15

11 Apr 2016

13

by : Tony Hartono Bagio

DESIGN GESER KOLOM (EMPAT SISI)

0.18

0.15

11 Apr 2016

14

by : Tony Hartono Bagio

TUGAS 7 DESIGN KOLOM CARA TABEL/GRAFIK (Hitung Tulangan Longitudinal dan Tulangan Transversal/Geser) No

NIM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

3114001 3114008 3114023 3114044 3114045 3114050 3114056 3114059 3114062 3114068 3114071 3114074 3114075 3114077 3114082 3114083 3114091 3114094 3114103 3114105 3114150 3115090 3115097 3113016 3114002

Nama SAMI NASSER OMAR BAKARMAN ALDI DWI KURNIAWAN FERRY ANGGRIAWAN ADHITA MAHARANI MUHAMAD FARID ILYAS RICO DWI HERMAWAN MUHAMMAD CHABIBULLAH HARYS KURNIAWAN DWICKY AFRIZAL RIZQY MOCHAMMAD RIZKY GHOZALI RHYANS HARKANAS ANUGERAH W. WAHYU ADITYA PRATAMA RACHMATDHANY ZYANDRA AZIZ JANUARIO D. C. FERNANDES YOAB ORLANDO IEK GREDIAN GALU SUKMA ANTONIUS YUAN MEZE LAKI AHMAD RUMANTO MOCHAMAD FAISOL GIDION ALFRET BOLE SASMITO BAYU KUSUMO ANTIKA WENDAYANI SITI AMALIA AHLIANA EUFRAZIA SOARES DE SOUZA SYAIFUDDIN FADLI

fc' fy b h/D d' MPa MPa mm mm mm 28 410 300 500 80 30 350 350 500 80 29 420 300 550 80 26 420 300 600 80 27 400 300 650 90 28 350 350 750 70 29 360 300 500 80 29 410 350 900 140 31 400 250 400 60 32 410 300 600 90 34 410 250 600 90 31 350 250 400 60 28 360 300 800 120 29 410 300 800 120 31 420 500 500 80 33 390 600 600 90 30 380 350 900 140 28 380 550 600 90 29 390 350 500 80 33 360 250 600 90 33 420 300 800 120 28 400 350 500 80 30 400 250 500 80 31 410 250 500 80 27 420 500 700 110

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\05KolomGeser.xlsm

key Answer Pu Mu Vu Type Atot Geser (kN) (kNm) (kN) Kolom mm² Sengkang 1,050 441 100 Bulat 9,775 D10 - 200 609 297 124 4 Sisi 3,425 Ø10 - 200 681 371 180 2 Sisi 3,060 D10 - 100 591 280 104 4 Sisi 1,800 D10 - 250 1,780 634 152 4 Sisi 10,588 D10 - 125 2,435 1,186 200 2 Sisi 9,644 Ø10 - 150 489 191 144 4 Sisi 1,500 Ø10 - 175 2,625 1,378 104 2 Sisi 10,966 D10 - 375 316 80 132 4 Sisi 1,000 D10 - 75 705 581 180 2 Sisi 7,031 D10 - 175 655 343 148 2 Sisi 1,500 D10 - 225 361 105 188 Bulat 1,257 Ø10 - 75 811 527 164 2 Sisi 2,400 Ø10 - 325 766 470 152 4 Sisi 2,400 D10 - 325 1,760 620 176 Bulat 15,117 D10 - 100 1,970 776 196 Bulat 15,971 Ø10 - 175 1,063 903 136 4 Sisi 3,150 Ø10 - 375 1,495 447 140 4 Sisi 8,760 Ø10 - 250 441 156 100 Bulat 1,964 Ø10 - 200 563 253 112 2 Sisi 1,500 Ø10 - 250 1,610 518 312 Bulat 5,027 D10 - 300 558 249 164 4 Sisi 2,318 D10 - 150 448 160 180 4 Sisi 1,250 D10 - 100 420 141 116 Bulat 1,964 D10 - 200 2,325 1,081 196 2 Sisi 13,705 D10 - 225

1

TUGAS 7 DESIGN KOLOM CARA TABEL/GRAFIK (Hitung Tulangan Longitudinal dan Tulangan Transversal/Geser) No

NIM

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

3114004 3114011 3114016 3114020 3114024 3114026 3114039 3114041 3114042 3114047 3114048 3114051 3114052 3114053 3114064 3114072 3114076 3114080 3114088 3114093 3114097 3114098 3114128 3114130 3114136

Nama ERIYANTO PRASETYO ADI SUNGKONO NANANG BUDI SETYAWAN NANDA PUTRI AYUNINGTYAS DAVID ANWAR MUHAMAD ARIF DELLA SEPTA DWI A. P. YOGA DWI ANGGORO KORNIADI DWI ARIS SASENO SYAHRUR ROMADHONA TJATUR RAHMADI MAULANA ARIF ARDIANSYAH PALMA DINI STIYONINGSIH YOGI AGENG PRAMBUDI MUHAMMAD SHOFIYUL HAKIM GYLLIAN PAULI RONALDO P. MOCH. RIZKI PRATAMA EVA WAHYU TRILIYAH DEBIE ANIE DIANITA SETIAWAN DENDY PARISANDY DWI BAGUS SETIAWAN LUKMAN HAKIM GRACIA ANGELITA ABDUL MUHAIMIN

fc' fy b h/D d' MPa MPa mm mm mm 34 360 300 800 120 30 380 350 900 140 27 360 350 500 80 29 380 300 600 90 34 370 350 500 80 30 360 300 800 120 32 410 300 600 90 28 380 350 600 90 30 410 350 400 60 26 370 250 400 60 30 420 300 550 60 30 360 300 500 80 30 380 300 800 120 28 380 250 500 80 26 420 300 600 90 34 370 250 500 80 29 420 300 500 80 26 370 350 500 80 32 380 350 700 110 27 370 350 650 110 34 410 300 800 120 33 370 300 500 80 27 350 250 500 80 32 370 300 500 80 32 420 300 800 120

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\05KolomGeser.xlsm

key Answer Pu Mu Vu Type Atot Geser (kN) (kNm) (kN) Kolom mm² Sengkang 1,695 575 100 2 Sisi 2,400 Ø10 - 325 1,030 849 188 4 Sisi 3,150 Ø10 - 375 508 206 172 4 Sisi 1,750 Ø10 - 125 743 441 136 4 Sisi 4,655 Ø10 - 250 591 280 184 2 Sisi 1,750 Ø10 - 125 813 528 192 Bulat 5,027 Ø10 - 200 624 311 180 Bulat 2,827 D10 - 225 1,625 528 188 Bulat 11,393 Ø10 - 200 320 82 196 Bulat 1,257 D10 - 75 318 81 136 Bulat 1,257 Ø10 - 150 1,270 323 180 2 Sisi 7,884 D10 - 100 516 213 140 4 Sisi 2,023 Ø10 - 175 893 637 152 2 Sisi 2,400 Ø10 - 325 520 216 144 Bulat 2,433 Ø10 - 200 1,650 545 132 2 Sisi 7,436 D10 - 125 571 261 188 Bulat 3,118 Ø10 - 150 569 259 112 4 Sisi 2,566 D10 - 200 464 172 192 Bulat 1,964 Ø10 - 150 764 467 144 4 Sisi 2,450 Ø10 - 275 2,220 986 140 Bulat 22,010 Ø10 - 250 1,690 571 176 4 Sisi 2,400 D10 - 250 563 253 104 2 Sisi 1,500 Ø10 - 200 618 305 120 Bulat 6,151 Ø10 - 200 470 177 124 2 Sisi 1,500 Ø10 - 200 2,095 878 148 2 Sisi 6,666 D10 - 150

2

TUGAS 7 DESIGN KOLOM CARA TABEL/GRAFIK (Hitung Tulangan Longitudinal dan Tulangan Transversal/Geser) No

NIM

51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75

3114149 3114153 3114156 3114161 3114163 3114164 3115090 3115143 3115144 3115145 3115146 3115158

Nama YUNITA FARAHDIBA ANDREY FERDIAN RUMPUIN DENI SAAT AARDIS AHYAT WIRANATA FIKKI EFENDI EUGENE YUDHISTIRA BAGGIO ANTIKA WENDAYANI AMIN FARRASI ZAIN ROBBY RAMADHAN MUHAMAD YUNUS BACHTIAR RIFKY SETIA RAHARDI ACHMAD ZAINUDDIN RM Cadangan1 Cadangan2 Cadangan3 Cadangan4 Cadangan5 Cadangan6 Cadangan7 Cadangan8 Cadangan9 Cadangan10 Cadangan11 Cadangan12 Cadangan13

fc' fy b h/D d' MPa MPa mm mm mm 27 370 350 900 140 28 390 300 500 80 28 410 500 800 120 28 350 300 800 120 29 390 350 600 90 29 370 250 500 80 32 370 300 800 120 31 360 500 900 140 30 400 500 600 90 28 360 300 650 90 31 350 250 600 90 30 360 500 700 110 34 380 300 800 120 28 420 250 600 90 28 360 350 500 80 29 400 500 900 140 27 390 250 500 80 27 400 350 500 80 30 380 300 600 90 28 370 350 900 140 33 390 250 500 80 27 370 300 500 80 27 350 300 500 80 26 360 350 900 140 29 360 300 800 120

C:\Users\Tony Ong\Google Drive\NAROTAMA\BETON2\05KolomGeser.xlsm

key Answer Pu Mu Vu Type Atot Geser (kN) (kNm) (kN) Kolom mm² Sengkang 1,765 623 116 4 Sisi 3,150 Ø10 - 375 446 159 168 2 Sisi 1,500 Ø10 - 150 2,735 1,496 152 2 Sisi 18,363 D10 - 325 699 391 140 4 Sisi 2,400 Ø10 - 325 1,735 602 136 Bulat 13,303 Ø10 - 225 533 227 116 2 Sisi 2,161 Ø10 - 200 2,095 878 176 Bulat 10,284 Ø10 - 200 3,555 2,528 188 Bulat 41,178 Ø10 - 175 1,875 703 144 2 Sisi 10,413 D10 - 250 770 474 104 4 Sisi 4,083 Ø10 - 275 1,370 375 108 2 Sisi 4,330 Ø10 - 125 2,675 1,431 172 Bulat 29,838 Ø10 - 275 978 765 132 2 Sisi 5,074 Ø10 - 325 650 338 192 4 Sisi D10 - 125 530 225 188 4 Sisi Ø10 - 125 3,760 2,828 200 Bulat D10 - 200 610 298 160 4 Sisi Ø10 - 100 578 267 112 2 Sisi D10 - 200 1,585 502 120 Bulat Ø10 - 225 1,046 876 108 2 Sisi Ø10 - 375 615 303 152 Bulat Ø10 - 200 595 283 188 Bulat Ø10 - 150 573 262 180 2 Sisi Ø10 - 100 2,410 1,162 168 Bulat Ø10 - 175 2,205 972 112 Bulat Ø10 - 200

3