kolom

6
Nama Kelompok Project Work Wahyu Rohmad Dianto (1113030013) Ersa Nur Fauziah (1113030034) Data B = mm H = mm d' = mm d = mm Fy = Mpa F'c = Mpa ɛs = ɛy = Es = ρ = Jawab Ast = ρ x B x H As = As' As1 = As2 = mm 2 = 40% = 60% = mm 2 = mm 2 1. e = 0 Po = 0,85 x F'c x (Ag-As total) +( As total x Fy) = = kN Pn max = 0,8 x Po = kN 2. e = balance X = d-X x = mm Cc = 0,85 x f'c x a x b = X N = kN T = As x Fy = kN ɛs1 = X-d' x ɛs2 = X-190 x ɛs3 = 360-X x X X X = mm = = Cs1 = As x E x ɛs1 Cs2 = As2 x E x ɛs2 Cs3 = As3 x E x ɛs3 = N = N = N = kN = kN = kN Pb + T + Cs3 = Cc + Cs1 + Cs2 Pb = Cc + Cs1 + Cs2 - T - Cs3 = kN Perhitungan Momen x = T x = kN.m Cs1 x = kN.m Cc x = kN.m Cs2 x = kN.m Cs3 x = kN.m = kN.m 256235.2941 256.2352941 0.000529412 3942.098578 Gaya 968 968 3647.9025 256.2352941 227.48 227.48 528.7634674 46.78666667 21.78 550.4313725 Jarak 0.235 0.235 0.14495 0.085 0.085 306 11.92125 968 0.001137255 0.002607843 968000 968 Momen 550431.3725 550.4313725 9979.475 9979475 7983.58 6050 2420 1452 KONSTRUKSI BETON DIAGRAM INTERAKSI KOLOM 550 550 40 510 400 30 0.003 0.002 200000 0.02 3647.9025 1052.290134 0.003 0.002 0.003 0.003 0.003

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Page 1: KOLOM

Nama Kelompok Project Work

Wahyu Rohmad Dianto (1113030013)

Ersa Nur Fauziah (1113030034)

Data

B = mm

H = mm

d' = mm

d = mm

Fy = Mpa

F'c = Mpa

ɛs =

ɛy =

Es =

ρ =

Jawab

Ast = ρ x B x H As = As' As1 = As2

= mm2

= 40% = 60%

= mm2

= mm2

1. e = 0

Po = 0,85 x F'c x (Ag-As total) +( As total x Fy)

=

= kN

Pn max = 0,8 x Po

= kN

2. e = balance

X =

d-X

x = mm

Cc = 0,85 x f'c x a x b

= X N

= kN

T = As x Fy

= kN

ɛs1 = X-d' x ɛs2 = X-190 x ɛs3 = 360-X x

X X X

= mm = =

Cs1 = As x E x ɛs1 Cs2 = As2 x E x ɛs2 Cs3 = As3 x E x ɛs3

= N = N = N

= kN = kN = kN

Pb + T + Cs3 = Cc + Cs1 + Cs2

Pb = Cc + Cs1 + Cs2 - T - Cs3

= kN

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

= kN.m

256235.2941

256.2352941

0.000529412

3942.098578

Gaya

968

968

3647.9025

256.2352941

227.48

227.48

528.7634674

46.78666667

21.78

550.4313725

Jarak

0.235

0.235

0.14495

0.085

0.085

306

11.92125

968

0.0011372550.002607843

968000

968

Momen

550431.3725

550.4313725

9979.475

9979475

7983.58

6050

2420 1452

KONSTRUKSI BETON

DIAGRAM INTERAKSI KOLOM

550

550

40

510

400

30

0.003

0.002

200000

0.02

3647.9025

1052.290134

0.003

0.002

0.003 0.003 0.003

Page 2: KOLOM

Tarik P < Pb

P = 3000 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

3000 + 968 + - - 968 - 11921,25X = 0

X X

3000 + 968 + - 871.2 X - 871.2 X + - 968 - X = 0

X X

- 11.92 X2

+ X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

Tekan P > Pb

P = 5000 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

5000 + 968 + - - 968 - 11921,25X = 0

X X

5000 + 968 + - 871.2 X - 871.2 X + - 968 - X = 0

X X

- X2

+ 3258 X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

3. e =

Tekan P = 0

P = 0 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

0 + 968 + - - 968 - 11921,25X = 0

X X

0 + 968 + - 871.2 X - 871.2 X + - 968 - X = 0

- X2

+ X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

Tabel Interaksi Kolom

11.92125

968 0.235 227.48

313632

Gaya Jarak

-44.20713079 0.085 -3.757606117

1002.747847

4521.061329 0.113821343 514.5932722

434.7315412 0.085 36.95218101

968 0.235 227.48

968 0.235 227.48

Gaya

e= 819.7963792 0

165528 11.92125

X X

11.92125 479160

Balance 1052.290134 3942.098578

Tarik

-308.5447331 0.085 -26.22630232

1364.10581 0.085 115.9489939

1013.27449 3000

Momen

819.7963792

0 0 7983.58

Tekan 1002.747847 5000

968 0.235 227.48

1672.650544 0.164477684 275.1136876

140.308

5000

165528

1257.6 479160

260.053

Gaya Jarak

968

968

3100.150965

(1452)(X-190)(600)

(1452)(360-X)(600) (1452)(X-190)(600)

Jarak Momen

11.92125 -1742.4 479160

379.2438988

165528

(1452)(360-X)(600) (1452)(X-190)(600)

313632

0

3000 1013.27449

(1452)(360-X)(600)

313632

11.92125

Momen

227.48

227.48

509.9056506

19.9480035

28.46083548

234.6823941

334.8333586

0.235

0.235

0.164477684

0.085

0.085

e Mn P

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

0 200 400 600 800 1000 1200

Diagram interaksi p=2%

Diagram interaksi p=2%

Pn

Mn

Page 3: KOLOM

Data

B = mm

H = mm

d' = mm

d = mm

Fy = Mpa

F'c = Mpa

ɛs =

ɛy =

Es =

ρ =

Jawab

Ast = ρ x B x H As = As' As1 = As2

= mm2

= 40% = 60%

= mm2

= mm2

1. e = 0

Po = 0,85 x F'c x (Ag-As total) +( As total x Fy)

=

= kN

Pn max = 0,8 x Po

= kN

2. e = balance

X =

d-X

x = mm

Cc = 0,85 x f'c x a x b

= X N

= kN

T = As x Fy

= kN

ɛs1 = X-d' x ɛs2 = X-190 x ɛs3 = 360-X x

X X X

= = =

Cs1 = As x E x ɛs1 Cs2 = As2 x E x ɛs2 Cs3 = As3 x E x ɛs3

= N = N = N

= kN = kN = Kn

Pb + T + Cs3 = Cc + Cs1 + Cs2

Pb = Cc + Cs1 + Cs2 - T - Cs3

= Kn

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

= kN.m

Tarik P < Pb

P = 3000 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

3000 + 1210 + - - 1210 - 11921,25X = 0

X X

3000 + 1210 + - 1089 X - 1089 X + - 1210 - X = 0

- X2

+ X + = 0

X = mm

550

0.003

0.002

200000

0.025

7562.5

550

40

510

400

30

306

11.92125

3647.9025

1210

0.002607843

3025 1815

10545906.25

10545.90625

8436.725

320.2941176

4015.647598

Gaya Jarak Momen

688039.2157

688.0392157

0.000529412

320294.11761210000

1210

0.001137255

3647.9025 0.14495 528.7634674

688.0392157 0.085 58.48333333

1210 0.235 284.35

1210 0.235 284.35

(1815)(360-X)(600) (1815)(X-190)(600)

392040 206910 11.92125

320.2941176 0.085 27.225

1183.171801

261.260

X X

11.92125 822 598950

0.003

0.002

0.003 0.003 0.003

Page 4: KOLOM

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

Tekan P > Pb

P = 5000 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

5000 + 1210 + - - 1210 - 11921,25X = 0

X X

5000 + 1210 + - 1089 X - 1089 X + - 1210 - X = 0

- X2

+ X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

3. e =

Tekan P = 0

P = 0 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

0 + 1210 + - - 1210 - 11921,25X = 0

X X

0 + 1210 + - 1089 X - 1089 X + - 1210 - X = 0

- X2

+ X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

Tabel Interaksi Kolom

Gaya Jarak Momen

1210 0.235 284.35

297.0300291 0.085 25.24755247

411.5746818 0.085 34.98384795

1210 0.235 284.35

3114.544652 0.16396454 510.6748813

206910 11.92125

X X

11.92125 2822

2999.999999 1139.606282

(1815)(360-X)(600) (1815)(X-190)(600)

392040

1210 0.235 284.35

1210 0.235 284.35

598950

371.839

Gaya Jarak Momen

0.085 -2.947064452

5000 1129.515778

4432.779887 0.116968631 518.496197

532.5487662 0.085 45.26664513

X

11.92125 -2178 598950

(1815)(360-X)(600) (1815)(X-190)(600)

392040 206910 11.92125

128.56214611512.495836 0.085

1796.507526 0.16396454 294.5635302

-284.0116915 0.085 -24.14099378

967.6846826

1210 0.235 284.35

1210 0.235 284.35

150.698

Gaya Jarak Momen

X

e

0

Tekan

P

0

-34.67134649

Mn

5000

8436.7250

1129.515778

Balance

Tarik

e=

4015.6475981183.171801

30001139.606282

0967.6846826

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

0 200 400 600 800 1000 1200 1400

Diagram interaksi p = 2,5%

Diagram interaksi p = 2,5%

Pn

Mn

Page 5: KOLOM

Data

B = mm

H = mm

d' = mm

d = mm

Fy = Mpa

F'c = Mpa

ɛs =

ɛy =

Es =

ρ =

Jawab

Ast = ρ x B x H As = As' As1 = As2

= mm2 = 40% = 60%

= mm2 = mm2

1. e = 0

Po = 0,85 x F'c x (Ag-As total) +( As total x Fy)

=

= kN

Pn max = 0,8 x Po

= kN

2. e = balance

X =

d-X

x = mm

Cc = 0,85 x f'c x a x b

= X N

= kN

T = As x Fy

= kN

ɛs1 = X-d' x ɛs2 = X-190 x ɛs3 = 360-X x

X X X

= = =

Cs1 = As x E x ɛs1 Cs2 = As2 x E x ɛs2 Cs3 = As3 x E x ɛs3

= N = n = N

= kN = Kn = Kn

Pb + T + Cs3 = Cc + Cs1 + Cs2

Pb = Cc + Cs1 + Cs2 - T - Cs3

= Kn

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

= kN.m

Tarik P < Pb

P = 3000 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

3000 + 1452 + - - 1452 - 11921,25X = 0

X X

3000 + 1452 + - 1307 X - 1307 X + - 1452 - X = 0

- X2

+ X + = 0

X = mm

3630 2178

550

550

40

510

400

30

0.003

0.002

200000

0.03

9075

306

11.92125

3647.9025

1452

0.003

11112337.5

11112.3375

8889.87

0.003

0.002

0.003

0.000529412

384352.9412

384.3529412

4089.196618

0.003

0.001137255

825647.0588

825.6470588

0.002607843

1452000

1452

1452 0.235 341.22

3647.9025 0.14495 528.7634674

Gaya Jarak Momen

1452 0.235 341.22

1314.053467

(2178)(360-X)(600) (2178)(X-190)(600)

470448

825.6470588 0.085 70.18

384.3529412 0.085 32.67

718740

262.282

248292 11.92125

X X

11.92125 386.4

Page 6: KOLOM

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

Tekan P > Pb

P = 5000 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

5000 + 1452 + - - 1452 - 11921,25X = 0

X X

5000 + 1452 + - 1307 X - 1307 X + - 1452 - X = 0

- X2

+ X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

3. e =

Tekan P = 0

P = 0 kN

Asumsi tulangan tarik sudah meleleh

mencari nilai x

P + T + Cs3 - Cs2 - Cs1 - Cc = 0

0 + 1452 + - - 1452 - 11921,25X = 0

X X

0 + 1452 + - 1307 X - 1307 X + - 1452 - X = 0

- X2

+ X + = 0

X = mm

Perhitungan Momen

x =

T x = kN.m

Cs1 x = kN.m

Cc x = kN.m

Cs2 x = kN.m

Cs3 x = kN.m

OK = kN.m

Tabel Interaksi Kolom

Gaya Jarak Momen

3126.731227 0.16396454 512.6730475

360.1401211 0.085 30.61191029

1452 0.235 341.22

1452 0.235 341.22

(2178)(360-X)(600) (2178)(X-190)(600)

470448 248292 11.92125

486.8713495 0.085 41.38406471

2999.999999 1267.109023

365.248

Gaya Jarak Momen

1452 0.235 341.22

X X

11.92125 2386.4 718740

627.00993 0.085 53.29584405

-18.77670943 0.085 -1.596020302

1452 0.235 341.22

4354.21336 0.119769577 521.5022931

248292 11.92125

X X

11.92125 -2613.6

5000 1255.642117

(2178)(360-X)(600) (2178)(X-190)(600)

470448

1452 0.235 341.22

1452 0.235 341.22

718740

159.280

Gaya Jarak Momen

1646.7846 0.085 139.976691

0 1112.332902

1898.820918 0.16396454 311.3392984

-252.0363164 0.085 -21.4230869

e Mn P

0 0 8889.87

Tekan 1255.642117 5000

e= 1112.332902 0

Balance 1314.053467 4089.196618

Tarik 1267.109023 3000

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

10000

0 200 400 600 800 1000 1200 1400 1600

Diagram interaksi p = 3%

Diagram interaksi p = 3%

Pn

Mn