33
128 DAFTAR PUSTAKA 1. AISC (2005), Prequalified Connection for Special and Intermediate Steel Moment Frames for Seismic Application, Chicago, American Institute of Steel Construction. 2. AISC (2005), Seismic Provision for Structural Steel Building. Chicago, American Institute of Steel Construction. 3. AISC (2005), Specification for Structural Steel Building, Chicago, American Institute of Steel Construction. 4. Arce, G., Okazaki, T., Ryu, H.C., and Engelhardt, M.D., (2004),”Recent Research on Link Performance in Steel Eccentrically Braced Frames.” 13 th World Conference on Earthquake Engineering. Paper No 302. Vancouver, Canada. 5. Arce, G., Okazaki, T., Engelhardt, M., (2005), Experimental Study of Local Buckling, Overstrength and Fracture of Links in Eccentrically Braced Frame, Journal of Structural Engineering, ASCE, October,2005. 6. Badan Standar Nasional, (2002), Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung, SNI-03-1729-2002. 7. Broderick, B., Thomson, A., (2001), The Response of Flush End Plate Joints Under Earthquake Loading, Journal of Constructional Steel Research, Elsevier, September, 2001. 8. Bruneau, M., Uang C.M, Whittaker, A., (1998), Ductile Design of Steel Structures, Mc Graw-Hill. 9. Egor, Popov, (1981), Recent Research on Eccentrically Braced Frame, End. Struct Vol.5, January.ASCE. 10. Engelhardt, M.D., Popov, E.P, (1989), Behaviour of Long Link in Eccentrically Braced Frames, report No. UCB/EERC-89/01. Berkeley: Earthquake Engineering Research Centre. University of California. 11. Engelhardt, M.D., Popov, E.P, (1992), Experimental Performance of Long Link in Eccentrically Braced Frames, Journal of Structural Engineering, vol 118, No.11.3067-3088. ASCE. 12. Gang, Shi., Yong, Jiu., (2006), Behaviour of End Plate Moment Connection Under Earthquake Loading, Engineering Structures Journal, Elsvier, Science Direct, August 2006.

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DAFTAR PUSTAKA

1. AISC (2005), Prequalified Connection for Special and Intermediate Steel Moment Frames for Seismic Application, Chicago, American Institute of Steel Construction.

2. AISC (2005), Seismic Provision for Structural Steel Building. Chicago,

American Institute of Steel Construction. 3. AISC (2005), Specification for Structural Steel Building, Chicago,

American Institute of Steel Construction.

4. Arce, G., Okazaki, T., Ryu, H.C., and Engelhardt, M.D., (2004),”Recent Research on Link Performance in Steel Eccentrically Braced Frames.” 13th World Conference on Earthquake Engineering. Paper No 302. Vancouver, Canada.

5. Arce, G., Okazaki, T., Engelhardt, M., (2005), Experimental Study of Local

Buckling, Overstrength and Fracture of Links in Eccentrically Braced Frame, Journal of Structural Engineering, ASCE, October,2005.

6. Badan Standar Nasional, (2002), Tata Cara Perencanaan Struktur Baja

untuk Bangunan Gedung, SNI-03-1729-2002.

7. Broderick, B., Thomson, A., (2001), The Response of Flush End Plate Joints Under Earthquake Loading, Journal of Constructional Steel Research, Elsevier, September, 2001.

8. Bruneau, M., Uang C.M, Whittaker, A., (1998), Ductile Design of Steel

Structures, Mc Graw-Hill.

9. Egor, Popov, (1981), Recent Research on Eccentrically Braced Frame, End. Struct Vol.5, January.ASCE.

10. Engelhardt, M.D., Popov, E.P, (1989), Behaviour of Long Link in

Eccentrically Braced Frames, report No. UCB/EERC-89/01. Berkeley: Earthquake Engineering Research Centre. University of California.

11. Engelhardt, M.D., Popov, E.P, (1992), Experimental Performance of Long

Link in Eccentrically Braced Frames, Journal of Structural Engineering, vol 118, No.11.3067-3088. ASCE.

12. Gang, Shi., Yong, Jiu., (2006), Behaviour of End Plate Moment Connection

Under Earthquake Loading, Engineering Structures Journal, Elsvier, Science Direct, August 2006.

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129

13. Gioncu,V., Mazzolani, F.,(2002), Ductility of Seismic Resistant Steel Structures, Spon Press.

14. Kasai, K., Popov, E.P., (1986),”General Behaviour of WF Steel Shear Link

Beams”. Journal of the Structural Division. Vol.112, No 2: 362-382. February.ASCE.

15. Kulak, G.L., Fischer, J.W., Struik, J.H.A, (1987), Guide to Design Criteira

For Bolted And Riveted Joints, John Wiley&Sons, Singapore.

16. Malley, O.M., Popov, E.P., (1983), Shear Links in Eccentrically Braced Frames, Journal of the structural division. Vol 110, No.9 March. ASCE.

17. Mirza, A., (2006), ”Kinerja Disposable Link Pada Struktur Rangka

Berpengaku Eksentrik Yang Memikul Beban Siklik”, Tesis Magister Teknik Sipil Institut Teknologi Bandung .

18. Moestopo, M., Mirza, A., (2006), “Kinerja Sambungan Baut pada Link

Struktur Rangka Baja Eksentrik”, Seminar & Pameran HAKI.

19. Paul, W., Richard, Uang, C.M, (2005), Effect of Flange Widht-Thickness ratio On Eccentrically Braced Frame Link Cyclic Rotation Capacity, Journal of Structural Engineering, ASCE, August 2005.

20. Paul, W., Richard, Uang, C.M., (2006), Testing Protocol for Short Link in

Eccentrically Braced Frame, Journal of Structural Engineering, ASCE, August 2006.

21. Ramadan, T., Ghobarah, A., (1995), Behaviour of Bolted Link-Column

Joints in Eccentrically Braced Frame, Can. Journal of Civ.Eng.745-754.

22. Roeder, C.W., Popov, E.P., (1977) Inelastic Behaviour of Eccentrically Braced Frame under Cyclic Loadings, Report No. UCB/EERC-77/18. Berkeley: Earthquake Engineering Research Centre. University of California.

23. Salmon, C., Johnson, J., (1996), Steel Structures Design and Behaviour,

HarperCollins.

24. Segui, William, T., (2003), LRFD Steel Design, Thomson-Brooks/Cole.

25. Shih, Ho., Khandelwal, K., El-Tawil, S., (2006), Ductile Web Fracture Initiation in Steel Shear Links, Journal of Structural Engineering, ASCE, August 2006.

26. Stratan, A., Dubina, D., (2002), Bolted Link for Eccentrically Braced Steel

Frames, The Polytecnica of Timisoara, Romania.

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130

27. Sumner, E.A., (2003) Unified of Extended End Plate Moment Connection Subject to Cyclic Loading, Virginia State University.

28. Tata Cara Perencanaan Bangunan Tahan Gempa, SNI 03-1726-2000.

29. Tata Cara Perencanaan Struktur Baja Untuk Bangunan Gedung, SNI 03-

1729-2000.

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PERHITUNGAN NUMERIK PENENTUAN TEGANGAN VON MISSES LINK GESER DAN LINK LENTUR

Model Elemen Frame Link Dengan Dan Tanpa Sep Pada SAP 2000 v.11

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PERHITUNGAN NUMERIK PENENTUAN TEGANGAN VON MISSES

LINK GESER DAN LINK LENTUR

Tabel C.1. Data properti Link dengan SEP dan Tanpa SEP

Ixo = 18.400.000,00 mm4 Lsep = 25 mm Sva = 76.800,00 mm3 Ao = 2.716,00 mm2 Ixsep = 1.066,67 mm4 Svt = 100.076,00 mm3 tw = 5,5 mm esep = 96 mm Svasep = 115.200,00 mm3 tf = 8 mm Asep = 200 mm2 Svtsep = 138.476,00 mm3 y = 100 mm Ixsep = 25.777.066,67 mm4 ya = 92 mm Bsep = 150,00 mm Hwf = 200 mm Bwf = 100 mm

Tabel C.2. Keterangan notasi Tabel C.3. sampai dengan Tabel C.10.

Notasi Keterangan Notasi Keterangan (1) Besaran perpindahan perletakan (10) Tegangan Von Misses akibat (8) dan (9) (2) Momen di perletakan akibat (1) (11) Tegangan utama 1 akibat (7) (3) Gaya geser di perletakan akibat (1) (12) Tegangan utama 2 akibat (7) (4) Tegangan arah x akibat lentur sisi atas pelat sayap (13) Tegangan Von Misses akibat (11) dan (12) (5) Tegangan arah x akibat lentur bawah pelat sayap atas pelat badan (14) Rasio Tegangan Von Misses (13) / (10) (6) Tegangan geser bawah pelat sayap atas pelat badan (15) Tegangan utama 1 lentur pelat sayap akibat (4) (7) Tegangan geser di tengah pelat badan (16) Tegangan utama 2 lentur pelat sayap akibat (4) (8) Tegangan utama 1 kombinasi (5) dan (6) (17) Tegangan Von Misses pelat sayap akibat (15) dan (16) (9) Tegangan utama 2 kombinasi (5) dan (6)

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Tabel C.3. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tepi (pp) link geser (450 mm) dengan SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 15.83 -70.37 61.4 56.5 57.2 68.7 92.0 -35.5 114.0 68.7 -68.7 119.1 1.04 61.4 0.0 61.4 1 31.67 -140.75 122.9 113.0 114.4 137.5 184.1 -71.1 228.1 137.5 -137.5 238.1 1.04 122.9 0.0 122.9

1.5 47.50 -211.12 184.3 169.5 171.5 206.2 276.1 -106.6 342.1 206.2 -206.2 357.2 1.04 184.3 0.0 184.3 2 63.34 -281.49 245.7 226.0 228.7 274.9 368.2 -142.1 456.1 274.9 -274.9 476.2 1.04 245.7 0.0 245.7

2.5 79.17 -351.87 307.1 282.6 285.9 343.7 460.2 -177.6 570.2 343.7 -343.7 595.3 1.04 307.1 0.0 307.1 3 95.00 -422.24 368.6 339.1 343.1 412.4 552.2 -213.2 684.2 412.4 -412.4 714.3 1.04 368.6 0.0 368.6

3.5 110.84 -492.61 430.0 395.6 400.3 481.2 644.3 -248.7 798.2 481.2 -481.2 833.4 1.04 430.0 0.0 430.0 4 126.67 -562.98 491.4 452.1 457.5 549.9 736.3 -284.2 912.3 549.9 -549.9 952.4 1.04 491.4 0.0 491.4

4.5 142.51 -633.36 552.8 508.6 514.6 618.6 828.4 -319.7 1,026.3 618.6 -618.6 1,071.5 1.04 552.8 0.0 552.8 5 158.34 -703.73 614.3 565.1 571.8 687.4 920.4 -355.3 1,140.3 687.4 -687.4 1,190.5 1.04 614.3 0.0 614.3

5.5 174.17 -774.10 675.7 621.6 629.0 756.1 1,012.4 -390.8 1,254.3 756.1 -756.1 1,309.6 1.04 675.7 0.0 675.7 6 190.01 -844.48 737.1 678.1 686.2 824.8 1,104.5 -426.3 1,368.4 824.8 -824.8 1,428.7 1.04 737.1 0.0 737.1

6.5 205.84 -914.85 798.5 734.7 743.4 893.6 1,196.5 -461.8 1,482.4 893.6 -893.6 1,547.7 1.04 798.5 0.0 798.5 7 221.68 -985.22 860.0 791.2 800.6 962.3 1,288.5 -497.4 1,596.4 962.3 -962.3 1,666.8 1.04 860.0 0.0 860.0

7.5 237.51 -1,055.60 921.4 847.7 857.7 1,031.0 1,380.6 -532.9 1,710.5 1,031.0 -1,031.0 1,785.8 1.04 921.4 0.0 921.4 8 253.34 -1,125.97 982.8 904.2 914.9 1,099.8 1,472.6 -568.4 1,824.5 1,099.8 -1,099.8 1,904.9 1.04 982.8 0.0 982.8

8.5 269.18 -1,196.34 1,044.2 960.7 972.1 1,168.5 1,564.7 -604.0 1,938.5 1,168.5 -1,168.5 2,023.9 1.04 1,044.2 0.0 1,044.2

pp pp pt pt

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Tabel C.4. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tengah (pt) link geser (450 mm) dengan SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 7.92 -70.37 43.0 39.6 53.4 69.6 76.7 -37.2 100.6 69.6 -69.6 120.5 1.20 43.0 0.0 43.0 1 15.83 -140.75 86.1 79.2 106.8 139.2 153.5 -74.3 201.2 139.2 -139.2 241.1 1.20 86.1 0.0 86.1

1.5 23.75 -211.12 129.1 118.8 160.2 208.8 230.2 -111.5 301.8 208.8 -208.8 361.6 1.20 129.1 0.0 129.1 2 31.67 -281.49 172.1 158.3 213.6 278.4 307.0 -148.7 402.5 278.4 -278.4 482.1 1.20 172.1 0.0 172.1

2.5 39.58 -351.87 215.1 197.9 267.0 348.0 383.7 -185.8 503.1 348.0 -348.0 602.7 1.20 215.1 0.0 215.1 3 47.50 -422.24 258.2 237.5 320.4 417.5 460.5 -223.0 603.7 417.5 -417.5 723.2 1.20 258.2 0.0 258.2

3.5 55.42 -492.61 301.2 277.1 373.8 487.1 537.2 -260.1 704.3 487.1 -487.1 843.8 1.20 301.2 0.0 301.2 4 63.34 -562.98 344.2 316.7 427.2 556.7 614.0 -297.3 804.9 556.7 -556.7 964.3 1.20 344.2 0.0 344.2

4.5 71.25 -633.36 387.2 356.3 480.7 626.3 690.7 -334.5 905.5 626.3 -626.3 1,084.8 1.20 387.2 0.0 387.2 5 79.17 -703.73 430.3 395.8 534.1 695.9 767.5 -371.6 1,006.2 695.9 -695.9 1,205.4 1.20 430.3 0.0 430.3

5.5 87.09 -774.10 473.3 435.4 587.5 765.5 844.2 -408.8 1,106.8 765.5 -765.5 1,325.9 1.20 473.3 0.0 473.3 6 95.00 -844.48 516.3 475.0 640.9 835.1 921.0 -446.0 1,207.4 835.1 -835.1 1,446.4 1.20 516.3 0.0 516.3

6.5 102.92 -914.85 559.4 514.6 694.3 904.7 997.7 -483.1 1,308.0 904.7 -904.7 1,567.0 1.20 559.4 0.0 559.4 7 110.84 -985.22 602.4 554.2 747.7 974.3 1,074.5 -520.3 1,408.6 974.3 -974.3 1,687.5 1.20 602.4 0.0 602.4

7.5 118.75 -1,055.60 645.4 593.8 801.1 1,043.9 1,151.2 -557.4 1,509.2 1,043.9 -1,043.9 1,808.0 1.20 645.4 0.0 645.4 8 126.67 -1,125.97 688.4 633.4 854.5 1,113.5 1,228.0 -594.6 1,609.8 1,113.5 -1,113.5 1,928.6 1.20 688.4 0.0 688.4

8.5 134.59 -1,196.34 731.5 672.9 907.9 1,183.1 1,304.7 -631.8 1,710.5 1,183.1 -1,183.1 2,049.1 1.20 731.5 0.0 731.5

pp pp pt pt

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Tabel C.5. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tepi link (pp) geser (450 mm) tanpa SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 15.05 -66.90 81.8 75.3 50.8 66.2 100.8 -25.6 115.7 66.2 -66.2 114.6 0.990 81.8 0.0 81.8 1 30.10 -133.79 163.6 150.5 101.5 132.3 201.6 -51.1 231.5 132.3 -132.3 229.2 0.990 163.6 0.0 163.6

1.5 45.15 -200.69 245.4 225.8 152.3 198.5 302.5 -76.7 347.2 198.5 -198.5 343.7 0.990 245.4 0.0 245.4 2 60.21 -267.58 327.2 301.0 203.1 264.6 403.3 -102.3 463.0 264.6 -264.6 458.3 0.990 327.2 0.0 327.2

2.5 75.26 -334.48 409.0 376.3 253.8 330.8 504.1 -127.8 578.7 330.8 -330.8 572.9 0.990 409.0 0.0 409.0 3 90.31 -401.37 490.8 451.5 304.6 396.9 604.9 -153.4 694.4 396.9 -396.9 687.5 0.990 490.8 0.0 490.8

3.5 105.36 -468.27 572.6 526.8 355.4 463.1 705.7 -178.9 810.2 463.1 -463.1 802.1 0.990 572.6 0.0 572.6 4 120.41 -535.16 654.4 602.1 406.1 529.2 806.6 -204.5 925.9 529.2 -529.2 916.6 0.990 654.4 0.0 654.4

4.5 135.46 -602.06 736.2 677.3 456.9 595.4 907.4 -230.1 1,041.6 595.4 -595.4 1,031.2 0.990 736.2 0.0 736.2 5 150.51 -668.95 818.0 752.6 507.7 661.5 1,008.2 -255.6 1,157.4 661.5 -661.5 1,145.8 0.990 818.0 0.0 818.0

5.5 165.57 -735.85 899.8 827.8 558.4 727.7 1,109.0 -281.2 1,273.1 727.7 -727.7 1,260.4 0.990 899.8 0.0 899.8 6 180.62 -802.74 981.6 903.1 609.2 793.8 1,209.8 -306.8 1,388.9 793.8 -793.8 1,375.0 0.990 981.6 0.0 981.6

6.5 195.67 -869.64 1,063.4 978.3 660.0 860.0 1,310.7 -332.3 1,504.6 860.0 -860.0 1,489.5 0.990 1,063.4 0.0 1,063.4 7 210.72 -936.54 1,145.2 1,053.6 710.7 926.1 1,411.5 -357.9 1,620.3 926.1 -926.1 1,604.1 0.990 1,145.2 0.0 1,145.2

7.5 225.77 -1,003.43 1,227.0 1,128.9 761.5 992.3 1,512.3 -383.4 1,736.1 992.3 -992.3 1,718.7 0.990 1,227.0 0.0 1,227.0 8 240.82 -1,070.33 1,308.8 1,204.1 812.3 1,058.4 1,613.1 -409.0 1,851.8 1,058.4 -1,058.4 1,833.3 0.990 1,308.8 0.0 1,308.8

8.5 255.87 -1,137.22 1,390.6 1,279.4 863.0 1,124.6 1,713.9 -434.6 1,967.6 1,124.6 -1,124.6 1,947.8 0.990 1,390.6 0.0 1,390.6

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Tabel C.6. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tengah (pt) link geser (450 mm) tanpa SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 7.53 -66.90 40.9 37.6 50.8 66.2 73.0 -35.3 95.6 66.2 -66.2 114.6 1.20 40.9 0.0 40.9 1 15.05 -133.79 81.8 75.3 101.5 132.3 145.9 -70.7 191.3 132.3 -132.3 229.2 1.20 81.8 0.0 81.8

1.5 22.58 -200.69 122.7 112.9 152.3 198.5 218.9 -106.0 286.9 198.5 -198.5 343.7 1.20 122.7 0.0 122.7 2 30.10 -267.58 163.6 150.5 203.1 264.6 291.8 -141.3 382.6 264.6 -264.6 458.3 1.20 163.6 0.0 163.6

2.5 37.63 -334.48 204.5 188.1 253.8 330.8 364.8 -176.6 478.2 330.8 -330.8 572.9 1.20 204.5 0.0 204.5 3 45.15 -401.37 245.4 225.8 304.6 396.9 437.7 -212.0 573.9 396.9 -396.9 687.5 1.20 245.4 0.0 245.4

3.5 52.68 -468.27 286.3 263.4 355.4 463.1 510.7 -247.3 669.5 463.1 -463.1 802.1 1.20 286.3 0.0 286.3 4 60.21 -535.16 327.2 301.0 406.1 529.2 583.6 -282.6 765.1 529.2 -529.2 916.6 1.20 327.2 0.0 327.2

4.5 67.73 -602.06 368.1 338.7 456.9 595.4 656.6 -317.9 860.8 595.4 -595.4 1,031.2 1.20 368.1 0.0 368.1 5 75.26 -668.95 409.0 376.3 507.7 661.5 729.6 -353.3 956.4 661.5 -661.5 1,145.8 1.20 409.0 0.0 409.0

5.5 82.78 -735.85 449.9 413.9 558.4 727.7 802.5 -388.6 1,052.1 727.7 -727.7 1,260.4 1.20 449.9 0.0 449.9 6 90.31 -802.74 490.8 451.5 609.2 793.8 875.5 -423.9 1,147.7 793.8 -793.8 1,375.0 1.20 490.8 0.0 490.8

6.5 97.83 -869.64 531.7 489.2 660.0 860.0 948.4 -459.2 1,243.4 860.0 -860.0 1,489.5 1.20 531.7 0.0 531.7 7 105.36 -936.54 572.6 526.8 710.7 926.1 1,021.4 -494.6 1,339.0 926.1 -926.1 1,604.1 1.20 572.6 0.0 572.6

7.5 112.89 -1,003.43 613.5 564.4 761.5 992.3 1,094.3 -529.9 1,434.6 992.3 -992.3 1,718.7 1.20 613.5 0.0 613.5 8 120.41 -1,070.33 654.4 602.1 812.3 1,058.4 1,167.3 -565.2 1,530.3 1,058.4 -1,058.4 1,833.3 1.20 654.4 0.0 654.4

8.5 127.94 -1,137.22 695.3 639.7 863.0 1,124.6 1,240.2 -600.5 1,625.9 1,124.6 -1,124.6 1,947.8 1.20 695.3 0.0 695.3

pp pp pt pt

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Tabel C.7. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tepi (pp) link lentur (700 mm) dengan SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 11.67 -33.34 45.3 41.6 27.1 32.6 55.0 -13.3 62.7 32.6 -32.6 56.4 0.90 45.3 0.0 45.3 1 23.34 -66.67 90.5 83.3 54.2 65.1 110.0 -26.7 125.5 65.1 -65.1 112.8 0.90 90.5 0.0 90.5

1.5 35.00 -100.01 135.8 124.9 81.3 97.7 165.0 -40.0 188.2 97.7 -97.7 169.2 0.90 135.8 0.0 135.8 2 46.67 -133.35 181.1 166.6 108.4 130.2 220.0 -53.4 250.9 130.2 -130.2 225.6 0.90 181.1 0.0 181.1

2.5 58.34 -166.68 226.3 208.2 135.4 162.8 274.9 -66.7 313.7 162.8 -162.8 282.0 0.90 226.3 0.0 226.3 3 70.01 -200.02 271.6 249.9 162.5 195.4 329.9 -80.1 376.4 195.4 -195.4 338.4 0.90 271.6 0.0 271.6

3.5 81.68 -233.36 316.9 291.5 189.6 227.9 384.9 -93.4 439.1 227.9 -227.9 394.8 0.90 316.9 0.0 316.9 4 93.34 -266.70 362.1 333.1 216.7 260.5 439.9 -106.8 501.9 260.5 -260.5 451.2 0.90 362.1 0.0 362.1

4.5 105.01 -300.03 407.4 374.8 243.8 293.1 494.9 -120.1 564.6 293.1 -293.1 507.6 0.90 407.4 0.0 407.4 5 116.68 -333.37 452.6 416.4 270.9 325.6 549.9 -133.4 627.3 325.6 -325.6 564.0 0.90 452.6 0.0 452.6

5.5 128.35 -366.71 497.9 458.1 298.0 358.2 604.9 -146.8 690.1 358.2 -358.2 620.4 0.90 497.9 0.0 497.9 6 140.01 -400.04 543.2 499.7 325.1 390.7 659.9 -160.1 752.8 390.7 -390.7 676.8 0.90 543.2 0.0 543.2

6.5 151.68 -433.38 588.4 541.4 352.1 423.3 714.8 -173.5 815.5 423.3 -423.3 733.2 0.90 588.4 0.0 588.4 7 163.35 -466.72 633.7 583.0 379.2 455.9 769.8 -186.8 878.3 455.9 -455.9 789.6 0.90 633.7 0.0 633.7

7.5 175.02 -500.05 679.0 624.7 406.3 488.4 824.8 -200.2 941.0 488.4 -488.4 846.0 0.90 679.0 0.0 679.0 8 186.69 -533.39 724.2 666.3 433.4 521.0 879.8 -213.5 1,003.7 521.0 -521.0 902.4 0.90 724.2 0.0 724.2

8.5 198.35 -566.73 769.5 707.9 460.5 553.5 934.8 -226.9 1,066.5 553.5 -553.5 958.8 0.90 769.5 0.0 769.5

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Tabel C.8. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tengah (pt) link lentur (700 mm) dengan SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (18)

0.5 5.83 -33.34 31.7 29.2 25.3 33.0 43.8 -14.6 52.6 33.0 -33.0 57.1 1.08 31.7 0.0 31.7 1 11.67 -66.67 63.4 58.3 50.6 65.9 87.6 -29.2 105.3 65.9 -65.9 114.2 1.08 63.4 0.0 63.4

1.5 17.50 -100.01 95.1 87.5 75.9 98.9 131.4 -43.9 157.9 98.9 -98.9 171.3 1.08 95.1 0.0 95.1 2 23.34 -133.35 126.8 116.7 101.2 131.9 175.1 -58.5 210.6 131.9 -131.9 228.4 1.08 126.8 0.0 126.8

2.5 29.17 -166.68 158.5 145.8 126.5 164.8 218.9 -73.1 263.2 164.8 -164.8 285.5 1.08 158.5 0.0 158.5 3 35.00 -200.02 190.2 175.0 151.8 197.8 262.7 -87.7 315.8 197.8 -197.8 342.6 1.08 190.2 0.0 190.2

3.5 40.84 -233.36 221.9 204.2 177.1 230.8 306.5 -102.3 368.5 230.8 -230.8 399.7 1.08 221.9 0.0 221.9 4 46.67 -266.70 253.7 233.4 202.4 263.7 350.3 -116.9 421.1 263.7 -263.7 456.8 1.08 253.7 0.0 253.7

4.5 52.51 -300.03 285.4 262.5 227.7 296.7 394.1 -131.6 473.8 296.7 -296.7 513.9 1.08 285.4 0.0 285.4 5 58.34 -333.37 317.1 291.7 253.0 329.7 437.9 -146.2 526.4 329.7 -329.7 571.0 1.08 317.1 0.0 317.1

5.5 64.17 -366.71 348.8 320.9 278.3 362.6 481.7 -160.8 579.0 362.6 -362.6 628.1 1.08 348.8 0.0 348.8 6 70.01 -400.04 380.5 350.0 303.6 395.6 525.4 -175.4 631.7 395.6 -395.6 685.2 1.08 380.5 0.0 380.5

6.5 75.84 -433.38 412.2 379.2 328.9 428.6 569.2 -190.0 684.3 428.6 -428.6 742.3 1.08 412.2 0.0 412.2 7 81.68 -466.72 443.9 408.4 354.2 461.5 613.0 -204.6 737.0 461.5 -461.5 799.4 1.08 443.9 0.0 443.9

7.5 87.51 -500.05 475.6 437.5 379.5 494.5 656.8 -219.3 789.6 494.5 -494.5 856.5 1.08 475.6 0.0 475.6 8 93.34 -533.39 507.3 466.7 404.8 527.5 700.6 -233.9 842.2 527.5 -527.5 913.6 1.08 507.3 0.0 507.3

8.5 99.18 -566.73 539.0 495.9 430.1 560.4 744.4 -248.5 894.9 560.4 -560.4 970.7 1.08 539.0 0.0 539.0

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Tabel C.9. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tepi (pp) link lentur (700 mm) tanpa SEP

Displ (Momen) M3 (Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

TengahRasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 10.68 -30.51 58.0 53.4 23.2 30.2 62.0 -8.6 66.8 30.2 -30.2 52.3 0.783 58.0 0.0 58.0 1 21.36 -61.02 116.1 106.8 46.3 60.3 124.1 -17.3 133.5 60.3 -60.3 104.5 0.783 116.1 0.0 116.1

1.5 32.03 -91.53 174.1 160.2 69.5 90.5 186.1 -25.9 200.3 90.5 -90.5 156.8 0.783 174.1 0.0 174.1 2 42.71 -122.04 232.1 213.6 92.6 120.7 248.1 -34.6 267.1 120.7 -120.7 209.0 0.783 232.1 0.0 232.1

2.5 53.39 -152.54 290.2 267.0 115.8 150.8 310.2 -43.2 333.9 150.8 -150.8 261.3 0.783 290.2 0.0 290.2 3 64.07 -183.05 348.2 320.3 138.9 181.0 372.2 -51.8 400.6 181.0 -181.0 313.5 0.783 348.2 0.0 348.2

3.5 74.75 -213.56 406.2 373.7 162.1 211.2 434.2 -60.5 467.4 211.2 -211.2 365.8 0.783 406.2 0.0 406.2 4 85.42 -244.07 464.3 427.1 185.2 241.4 496.3 -69.1 534.2 241.4 -241.4 418.0 0.783 464.3 0.0 464.3

4.5 96.10 -274.58 522.3 480.5 208.4 271.5 558.3 -77.8 601.0 271.5 -271.5 470.3 0.783 522.3 0.0 522.3 5 106.78 -305.09 580.3 533.9 231.5 301.7 620.3 -86.4 667.7 301.7 -301.7 522.6 0.783 580.3 0.0 580.3

5.5 117.46 -335.60 638.4 587.3 254.7 331.9 682.4 -95.1 734.5 331.9 -331.9 574.8 0.783 638.4 0.0 638.4 6 128.14 -366.11 696.4 640.7 277.8 362.0 744.4 -103.7 801.3 362.0 -362.0 627.1 0.783 696.4 0.0 696.4

6.5 138.82 -396.61 754.4 694.1 301.0 392.2 806.4 -112.3 868.1 392.2 -392.2 679.3 0.783 754.4 0.0 754.4 7 149.49 -427.12 812.5 747.5 324.1 422.4 868.4 -121.0 934.8 422.4 -422.4 731.6 0.783 812.5 0.0 812.5

7.5 160.17 -457.63 870.5 800.9 347.3 452.5 930.5 -129.6 1,001.6 452.5 -452.5 783.8 0.783 870.5 0.0 870.5 8 170.85 -488.14 928.5 854.2 370.4 482.7 992.5 -138.3 1,068.4 482.7 -482.7 836.1 0.783 928.5 0.0 928.5

8.5 181.53 -518.65 986.6 907.6 393.6 512.9 1,054.5 -146.9 1,135.2 512.9 -512.9 888.4 0.783 986.6 0.0 986.6

pp pp pt pt

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Tabel C.10. Analisis Tegangan Von Misses di serat atas (sa) dan tengah (st) penampang di panel tengah (pt) link lentur (700 mm) tanpa SEP

Displ (Momen) M3

(Geser) V2 σlx σlxa τva τvt σ1a σ2a

Von Misses Serat Atas

σ1t σ2t

Von Misses Serat

Tengah Rasio σ1f σ2f

Von Misses Flens

mm kN-m kN Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mpa Mid/Top Mpa Mpa Mpa (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (17)

0.5 5.34 -30.51 29.0 26.7 23.2 30.2 40.1 -13.4 48.2 30.2 -30.2 52.3 1.08 29.0 0.0 29.0 1 10.68 -61.02 58.0 53.4 46.3 60.3 80.1 -26.8 96.3 60.3 -60.3 104.5 1.08 58.0 0.0 58.0

1.5 16.02 -91.53 87.0 80.1 69.5 90.5 120.2 -40.1 144.5 90.5 -90.5 156.8 1.08 87.0 0.0 87.0 2 21.36 -122.04 116.1 106.8 92.6 120.7 160.3 -53.5 192.7 120.7 -120.7 209.0 1.08 116.1 0.0 116.1

2.5 26.70 -152.54 145.1 133.5 115.8 150.8 200.4 -66.9 240.9 150.8 -150.8 261.3 1.08 145.1 0.0 145.1 3 32.03 -183.05 174.1 160.2 138.9 181.0 240.4 -80.3 289.0 181.0 -181.0 313.5 1.08 174.1 0.0 174.1

3.5 37.37 -213.56 203.1 186.9 162.1 211.2 280.5 -93.6 337.2 211.2 -211.2 365.8 1.08 203.1 0.0 203.1 4 42.71 -244.07 232.1 213.6 185.2 241.4 320.6 -107.0 385.4 241.4 -241.4 418.0 1.08 232.1 0.0 232.1

4.5 48.05 -274.58 261.1 240.3 208.4 271.5 360.7 -120.4 433.6 271.5 -271.5 470.3 1.08 261.1 0.0 261.1 5 53.39 -305.09 290.2 267.0 231.5 301.7 400.7 -133.8 481.7 301.7 -301.7 522.6 1.08 290.2 0.0 290.2

5.5 58.73 -335.60 319.2 293.6 254.7 331.9 440.8 -147.1 529.9 331.9 -331.9 574.8 1.08 319.2 0.0 319.2 6 64.07 -366.11 348.2 320.3 277.8 362.0 480.9 -160.5 578.1 362.0 -362.0 627.1 1.08 348.2 0.0 348.2

6.5 69.41 -396.61 377.2 347.0 301.0 392.2 520.9 -173.9 626.3 392.2 -392.2 679.3 1.08 377.2 0.0 377.2 7 74.75 -427.12 406.2 373.7 324.1 422.4 561.0 -187.3 674.4 422.4 -422.4 731.6 1.08 406.2 0.0 406.2

7.5 80.09 -457.63 435.2 400.4 347.3 452.5 601.1 -200.7 722.6 452.5 -452.5 783.8 1.08 435.2 0.0 435.2 8 85.42 -488.14 464.3 427.1 370.4 482.7 641.2 -214.0 770.8 482.7 -482.7 836.1 1.08 464.3 0.0 464.3

8.5 90.76 -518.65 493.3 453.8 393.6 512.9 681.2 -227.4 819.0 512.9 -512.9 888.4 1.08 493.3 0.0 493.3

pp pp pt pt

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RIWAYAT PEMBEBANAN (Rotasi inelastik γp=Rad)

SPESIMEN 1 SPESIMEN 2

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163

RIWAYAT PEMBEBANAN (Rotasi inelastik γp=Rad)

SPESIMEN 1 SPESIMEN 2

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RIWAYAT PEMBEBANAN (Rotasi inelastik γp=Rad)

SPESIMEN 1 SPESIMEN 2

RUNTUH/GAGAL !

RUNTUH/GAGAL !

RUNTUH/GAGAL !

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⎪⎭

⎪⎬

⎪⎩

⎪⎨

εεε

⎥⎥⎥

⎢⎢⎢

θθθθθθθθθθθθ

=⎪⎭

⎪⎬

⎪⎩

⎪⎨

γεε

3

2

11

3332

32

2222

22

1112

12

xy

y

x

sincossincossincossincossincossincos

⎥⎥⎥

⎢⎢⎢

⎡ −=θ

5.05.05.0001

5.05.05.0M

⎥⎥⎥

⎢⎢⎢

−−=−

θ

101111010

M 1 ( ) ( )22

2xy

2yyxxyyxx

1

γ+ε−ε+

ε+ε=ε

( ) ( )22

2xy

2yyxxyyxx

2

γ+ε−ε−

ε+ε=ε

( )2121 1E

υε+ευ−

=σ( )1222 1E

υε+ευ−

LAMPIRAN E

PERHITUNGAN REGANGAN GESER DAN REGANGAN UTAMA DATA ROSETTE

⎪⎭

⎪⎬

⎪⎩

⎪⎨

εεε

=⎪⎭

⎪⎬

⎪⎩

⎪⎨

γεε

⎥⎥⎥

⎢⎢⎢

θθθθθθθθθθθθ

3

2

1

xy

y

x

3332

32

2222

22

1112

12

sincossincossincossincossincossincos

R1

R2

R3

Θ3=45 o

Θ1= - 45 o

Θ2=-0 o

Posisi Rosette Pada Spesimen Matrix Transformasi Regangan Matrix Transformasi Regangan

Formula Regangan Utama Matrix Transformasi Regangan

Formula Tegangan Utama

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SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson Mod Geser

(Gs) Beban

Aktuator Regangan Eksisting

Rosette 2 (μ) Regangan Transformasi

Rosette 2 (μ) Reg Utama

Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 2 (τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 1 516 220,000 0.3 84,615.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 297.9 0.0 0.0

2 516 220,000 0.3 84,615.4 0.3 15.0 2.0 -18.0 2.0 -5.0 -33.0 15.4 -18.4 2.4 -3.3 297.9 -2.8 5.0

3 516 220,000 0.3 84,615.4 4.3 38.0 7.0 -40.0 7.0 -9.0 -78.0 38.8 -40.8 6.4 -7.1 297.9 -6.6 11.7

4 516 220,000 0.3 84,615.4 7.1 41.0 7.0 -46.0 7.0 -12.0 -87.0 42.0 -47.0 6.7 -8.3 297.9 -7.4 13.1

5 516 220,000 0.3 84,615.4 6.9 48.0 8.0 -54.0 8.0 -14.0 -102.0 49.2 -55.2 7.9 -9.8 297.9 -8.6 15.3

6 516 220,000 0.3 84,615.4 7.6 54.0 9.0 -63.0 9.0 -18.0 -117.0 55.5 -64.5 8.7 -11.6 297.9 -9.9 17.7

7 516 220,000 0.3 84,615.4 8.6 61.0 9.0 -70.0 9.0 -18.0 -131.0 62.4 -71.4 9.9 -12.7 297.9 -11.1 19.7

8 516 220,000 0.3 84,615.4 9.6 67.0 11.0 -79.0 11.0 -23.0 -146.0 69.0 -81.0 10.8 -14.6 297.9 -12.4 22.1

9 516 220,000 0.3 84,615.4 10.8 76.0 12.0 -90.0 12.0 -26.0 -166.0 78.1 -92.1 12.2 -16.6 297.9 -14.0 25.1

10 516 220,000 0.3 84,615.4 11.9 85.0 13.0 -100.0 13.0 -28.0 -185.0 87.2 -102.2 13.7 -18.4 297.9 -15.7 27.9

11 516 220,000 0.3 84,615.4 13.6 100.0 17.0 -117.0 17.0 -34.0 -217.0 103.0 -120.0 16.2 -21.5 297.9 -18.4 32.8

12 516 220,000 0.3 84,615.4 16.0 116.0 21.0 -133.0 21.0 -38.0 -249.0 119.4 -136.4 19.0 -24.3 297.9 -21.1 37.6

13 516 220,000 0.3 84,615.4 18.0 130.0 25.0 -149.0 25.0 -44.0 -279.0 134.2 -153.2 21.3 -27.3 297.9 -23.6 42.2

14 516 220,000 0.3 84,615.4 19.8 142.0 27.0 -163.0 27.0 -48.0 -305.0 146.5 -167.5 23.3 -29.9 297.9 -25.8 46.1

15 516 220,000 0.3 84,615.4 21.8 156.0 31.0 -179.0 31.0 -54.0 -335.0 161.3 -184.3 25.6 -32.9 297.9 -28.3 50.8

16 516 220,000 0.3 84,615.4 23.9 170.0 36.0 -195.0 36.0 -61.0 -365.0 176.3 -201.3 28.0 -35.9 297.9 -30.9 55.5

17 516 220,000 0.3 84,615.4 25.9 186.0 40.0 -212.0 40.0 -66.0 -398.0 192.9 -218.9 30.8 -38.9 297.9 -33.7 60.5

18 516 220,000 0.3 84,615.4 28.1 199.0 45.0 -227.0 45.0 -73.0 -426.0 207.0 -235.0 33.0 -41.8 297.9 -36.0 64.9

19 516 220,000 0.3 84,615.4 30.3 215.0 50.0 -246.0 50.0 -81.0 -461.0 224.1 -255.1 35.7 -45.4 297.9 -39.0 70.4

20 516 220,000 0.3 84,615.4 32.7 231.0 55.0 -265.0 55.0 -89.0 -496.0 241.2 -275.2 38.4 -49.0 297.9 -42.0 75.9

21 516 220,000 0.3 84,615.4 35.0 249.0 60.0 -282.0 60.0 -93.0 -531.0 259.8 -292.8 41.6 -51.9 297.9 -44.9 81.2

22 516 220,000 0.3 84,615.4 37.4 264.0 66.0 -300.0 66.0 -102.0 -564.0 276.2 -312.2 44.1 -55.5 297.9 -47.7 86.4

23 516 220,000 0.3 84,615.4 39.6 279.0 70.0 -317.0 70.0 -108.0 -596.0 292.0 -330.0 46.7 -58.6 297.9 -50.4 91.4

24 516 220,000 0.3 84,615.4 41.8 293.0 75.0 -332.0 75.0 -114.0 -625.0 307.0 -346.0 49.1 -61.4 297.9 -52.9 95.9

25 516 220,000 0.3 84,615.4 43.8 307.0 79.0 -346.0 79.0 -118.0 -653.0 321.5 -360.5 51.6 -63.8 297.9 -55.3 100.2

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167

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2

(τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 26 516 220,000 0.3 84,615.4 45.9 322.0 85.0 -362.0 85.0 -125.0 -684.0 337.8 -377.8 54.3 -66.8 297.9 -57.9 105.1

27 516 220,000 0.3 84,615.4 48.1 337.0 90.0 -378.0 90.0 -131.0 -715.0 353.7 -394.7 56.9 -69.8 297.9 -60.5 109.9

28 516 220,000 0.3 84,615.4 50.2 350.0 97.0 -392.0 97.0 -139.0 -742.0 368.3 -410.3 59.3 -72.5 297.9 -62.8 114.3

30 516 220,000 0.3 84,615.4 52.2 364.0 102.0 -408.0 102.0 -146.0 -772.0 383.4 -427.4 61.7 -75.5 297.9 -65.3 119.0

31 516 220,000 0.3 84,615.4 54.3 378.0 106.0 -424.0 106.0 -152.0 -802.0 398.2 -444.2 64.1 -78.5 297.9 -67.9 123.7

32 516 220,000 0.3 84,615.4 56.4 393.0 113.0 -439.0 113.0 -159.0 -832.0 414.7 -460.7 66.8 -81.3 297.9 -70.4 128.5

33 516 220,000 0.3 84,615.4 58.5 407.0 118.0 -454.0 118.0 -165.0 -861.0 429.7 -476.7 69.3 -84.1 297.9 -72.9 133.0

34 516 220,000 0.3 84,615.4 60.5 421.0 123.0 -467.0 123.0 -169.0 -888.0 444.4 -490.4 71.9 -86.3 297.9 -75.1 137.2

35 516 220,000 0.3 84,615.4 62.8 437.0 131.0 -483.0 131.0 -177.0 -920.0 462.1 -508.1 74.9 -89.3 297.9 -77.8 142.4

36 516 220,000 0.3 84,615.4 65.1 451.0 135.0 -500.0 135.0 -184.0 -951.0 477.0 -526.0 77.2 -92.6 297.9 -80.5 147.2

37 516 220,000 0.3 84,615.4 67.2 465.0 143.0 -515.0 143.0 -193.0 -980.0 493.0 -543.0 79.8 -95.5 297.9 -82.9 152.0

38 516 220,000 0.3 84,615.4 69.4 480.0 150.0 -530.0 150.0 -200.0 -1,010.0 509.5 -559.5 82.6 -98.3 297.9 -85.5 156.9

39 516 220,000 0.3 84,615.4 71.6 496.0 158.0 -544.0 158.0 -206.0 -1,040.0 526.9 -574.9 85.7 -100.8 297.9 -88.0 161.7

40 516 220,000 0.3 84,615.4 73.8 511.0 164.0 -560.0 164.0 -213.0 -1,071.0 543.2 -592.2 88.4 -103.8 297.9 -90.6 166.6

41 516 220,000 0.3 84,615.4 76.0 525.0 172.0 -574.0 172.0 -221.0 -1,099.0 559.1 -608.1 91.1 -106.5 297.9 -93.0 171.2

42 516 220,000 0.3 84,615.4 78.0 539.0 178.0 -588.0 178.0 -227.0 -1,127.0 574.3 -623.3 93.6 -109.0 297.9 -95.4 175.7

43 516 220,000 0.3 84,615.4 80.1 554.0 185.0 -603.0 185.0 -234.0 -1,157.0 590.8 -639.8 96.4 -111.8 297.9 -97.9 180.5

44 516 220,000 0.3 84,615.4 82.3 568.0 191.0 -618.0 191.0 -241.0 -1,186.0 606.1 -656.1 98.9 -114.7 297.9 -100.4 185.2

45 516 220,000 0.3 84,615.4 84.4 582.0 199.0 -632.0 199.0 -249.0 -1,214.0 622.0 -672.0 101.6 -117.4 297.9 -102.7 189.8

46 516 220,000 0.3 84,615.4 86.5 597.0 206.0 -645.0 206.0 -254.0 -1,242.0 638.2 -686.2 104.5 -119.6 297.9 -105.1 194.3

47 516 220,000 0.3 84,615.4 88.6 611.0 214.0 -660.0 214.0 -263.0 -1,271.0 654.3 -703.3 107.2 -122.6 297.9 -107.5 199.1

48 516 220,000 0.3 84,615.4 90.7 625.0 221.0 -673.0 221.0 -269.0 -1,298.0 669.7 -717.7 109.9 -124.9 297.9 -109.8 203.5

49 516 220,000 0.3 84,615.4 92.8 639.0 228.0 -688.0 228.0 -277.0 -1,327.0 685.4 -734.4 112.4 -127.8 297.9 -112.3 208.2

50 516 220,000 0.3 84,615.4 94.7 652.0 236.0 -700.0 236.0 -284.0 -1,352.0 700.3 -748.3 115.0 -130.1 297.9 -114.4 212.4

51 516 220,000 0.3 84,615.4 96.9 667.0 243.0 -714.0 243.0 -290.0 -1,381.0 716.6 -763.6 117.9 -132.6 297.9 -116.9 217.1

Page 20: DAFTAR PUSTAKA - Perpustakaan Digital ITB - …digilib.itb.ac.id/files/disk1/628/jbptitbpp-gdl-andrenovan-31392-7... · DAFTAR PUSTAKA 1. AISC (2005), ... Tata Cara Perencanaan Struktur

168

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2 (τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 52 516 220,000 0.3 84,615.4 99.0 681.0 251.0 -728.0 251.0 -298.0 -1,409.0 732.6 -779.6 120.6 -135.3 297.9 -119.2 221.7

53 516 220,000 0.3 84,615.4 100.9 694.0 258.0 -741.0 258.0 -305.0 -1,435.0 747.2 -794.2 123.0 -137.8 297.9 -121.4 226.0

54 516 220,000 0.3 84,615.4 103.0 708.0 265.0 -754.0 265.0 -311.0 -1,462.0 762.7 -808.7 125.7 -140.2 297.9 -123.7 230.4

55 516 220,000 0.3 84,615.4 105.0 722.0 275.0 -768.0 275.0 -321.0 -1,490.0 779.4 -825.4 128.6 -143.0 297.9 -126.1 235.3

56 516 220,000 0.3 84,615.4 106.9 735.0 282.0 -780.0 282.0 -327.0 -1,515.0 793.9 -838.9 131.1 -145.2 297.9 -128.2 239.4

57 516 220,000 0.3 84,615.4 109.0 749.0 290.0 -793.0 290.0 -334.0 -1,542.0 809.7 -853.7 133.8 -147.7 297.9 -130.5 243.9

58 516 220,000 0.3 84,615.4 110.9 761.0 297.0 -804.0 297.0 -340.0 -1,565.0 823.3 -866.3 136.2 -149.7 297.9 -132.4 247.7

59 516 220,000 0.3 84,615.4 112.8 775.0 305.0 -817.0 305.0 -347.0 -1,592.0 839.2 -881.2 139.0 -152.2 297.9 -134.7 252.2

60 516 220,000 0.3 84,615.4 114.7 788.0 314.0 -830.0 314.0 -356.0 -1,618.0 854.6 -896.6 141.6 -154.8 297.9 -136.9 256.7

61 516 220,000 0.3 84,615.4 116.6 800.0 321.0 -842.0 321.0 -363.0 -1,642.0 868.4 -910.4 143.9 -157.1 297.9 -138.9 260.8

62 516 220,000 0.3 84,615.4 118.6 813.0 331.0 -854.0 331.0 -372.0 -1,667.0 884.1 -925.1 146.6 -159.5 297.9 -141.1 265.2

63 516 220,000 0.3 84,615.4 120.4 826.0 339.0 -865.0 339.0 -378.0 -1,691.0 898.9 -937.9 149.3 -161.5 297.9 -143.1 269.3

64 516 220,000 0.3 84,615.4 122.3 838.0 348.0 -877.0 348.0 -387.0 -1,715.0 913.4 -952.4 151.8 -164.0 297.9 -145.1 273.5

65 516 220,000 0.3 84,615.4 124.1 851.0 357.0 -890.0 357.0 -396.0 -1,741.0 928.9 -967.9 154.4 -166.6 297.9 -147.3 278.1

66 516 220,000 0.3 84,615.4 125.9 863.0 366.0 -899.0 366.0 -402.0 -1,762.0 943.0 -979.0 157.0 -168.3 297.9 -149.1 281.8

68 516 220,000 0.3 84,615.4 127.7 877.0 374.0 -911.0 374.0 -408.0 -1,788.0 958.8 -992.8 159.8 -170.5 297.9 -151.3 286.1

69 516 220,000 0.3 84,615.4 129.5 890.0 384.0 -926.0 384.0 -420.0 -1,816.0 975.0 -1,011.0 162.4 -173.7 297.9 -153.7 291.1

70 516 220,000 0.3 84,615.4 131.2 902.0 392.0 -944.0 392.0 -434.0 -1,846.0 990.2 -1,032.2 164.5 -177.7 297.9 -156.2 296.5

71 516 220,000 0.3 84,615.4 132.9 919.0 429.0 -1,002.0 429.0 -512.0 -1,921.0 1,028.0 -1,111.0 168.0 -194.0 297.9 -162.5 313.8

72 516 220,000 0.3 84,615.4 132.5 902.0 442.0 -1,022.0 442.0 -562.0 -1,924.0 1,025.1 -1,145.1 164.8 -202.5 297.9 -162.8 318.6

73 516 220,000 0.3 84,615.4 132.6 898.0 455.0 -1,025.0 455.0 -582.0 -1,923.0 1,028.9 -1,155.9 164.9 -204.8 297.9 -162.7 320.8

74 516 220,000 0.3 84,615.4 132.4 898.0 463.0 -1,028.0 463.0 -593.0 -1,926.0 1,033.2 -1,163.2 165.4 -206.3 297.9 -163.0 322.6

75 516 220,000 0.3 84,615.4 131.8 897.0 468.0 -1,031.0 468.0 -602.0 -1,928.0 1,035.5 -1,169.5 165.5 -207.6 297.9 -163.1 323.8

76 516 220,000 0.3 84,615.4 131.6 893.0 471.0 -1,029.0 471.0 -607.0 -1,922.0 1,033.8 -1,169.8 165.1 -207.8 297.9 -162.6 323.7

78 516 220,000 0.3 84,615.4 131.8 891.0 473.0 -1,029.0 473.0 -611.0 -1,920.0 1,033.4 -1,171.4 164.9 -208.3 297.9 -162.5 323.9

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169

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2 (τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 79 516 220,000 0.3 84,615.4 131.9 890.0 477.0 -1,030.0 477.0 -617.0 -1,920.0 1,034.9 -1,174.9 165.0 -209.0 297.9 -162.5 324.6

80 516 220,000 0.3 84,615.4 131.7 891.0 479.0 -1,031.0 479.0 -619.0 -1,922.0 1,036.8 -1,176.8 165.3 -209.3 297.9 -162.6 325.2

81 516 220,000 0.3 84,615.4 131.3 890.0 481.0 -1,031.0 481.0 -622.0 -1,921.0 1,037.1 -1,178.1 165.3 -209.6 297.9 -162.5 325.4

82 516 220,000 0.3 84,615.4 131.3 888.0 481.0 -1,029.0 481.0 -622.0 -1,917.0 1,035.3 -1,176.3 165.0 -209.3 297.9 -162.2 324.9

83 516 220,000 0.3 84,615.4 131.6 886.0 483.0 -1,029.0 483.0 -626.0 -1,915.0 1,035.0 -1,178.0 164.8 -209.7 297.9 -162.0 325.1

85 516 220,000 0.3 84,615.4 127.0 852.0 465.0 -999.0 465.0 -612.0 -1,851.0 997.3 -1,144.3 158.1 -204.3 297.9 -156.6 314.7

86 516 220,000 0.3 84,615.4 124.4 836.0 457.0 -984.0 457.0 -605.0 -1,820.0 979.6 -1,127.6 155.0 -201.6 297.9 -154.0 309.7

87 516 220,000 0.3 84,615.4 121.9 820.0 448.0 -970.0 448.0 -598.0 -1,790.0 961.6 -1,111.6 151.9 -199.0 297.9 -151.5 304.8

88 516 220,000 0.3 84,615.4 119.6 804.0 440.0 -957.0 440.0 -593.0 -1,761.0 944.3 -1,097.3 148.7 -196.8 297.9 -149.0 300.2

91 516 220,000 0.3 84,615.4 117.0 786.0 431.0 -942.0 431.0 -587.0 -1,728.0 924.8 -1,080.8 145.2 -194.2 297.9 -146.2 295.0

92 516 220,000 0.3 84,615.4 114.5 771.0 423.0 -928.0 423.0 -580.0 -1,699.0 908.0 -1,065.0 142.3 -191.6 297.9 -143.8 290.2

93 516 220,000 0.3 84,615.4 112.0 754.0 413.0 -913.0 413.0 -572.0 -1,667.0 888.6 -1,047.6 138.9 -188.8 297.9 -141.1 284.9

94 516 220,000 0.3 84,615.4 109.6 738.0 406.0 -900.0 406.0 -568.0 -1,638.0 871.9 -1,033.9 135.8 -186.7 297.9 -138.6 280.5

95 516 220,000 0.3 84,615.4 107.1 721.0 398.0 -885.0 398.0 -562.0 -1,606.0 853.5 -1,017.5 132.5 -184.1 297.9 -135.9 275.4

96 516 220,000 0.3 84,615.4 104.6 705.0 388.0 -869.0 388.0 -552.0 -1,574.0 834.7 -998.7 129.4 -180.9 297.9 -133.2 269.9

97 516 220,000 0.3 84,615.4 102.0 688.0 379.0 -854.0 379.0 -545.0 -1,542.0 815.8 -981.8 126.0 -178.2 297.9 -130.5 264.7

98 516 220,000 0.3 84,615.4 99.7 673.0 371.0 -841.0 371.0 -539.0 -1,514.0 799.2 -967.2 123.1 -175.9 297.9 -128.1 260.2

99 516 220,000 0.3 84,615.4 97.1 655.0 361.0 -826.0 361.0 -532.0 -1,481.0 779.2 -950.2 119.5 -173.2 297.9 -125.3 254.9

100 516 220,000 0.3 84,615.4 94.6 637.0 354.0 -810.0 354.0 -527.0 -1,447.0 760.5 -933.5 116.2 -170.5 297.9 -122.4 249.8

101 516 220,000 0.3 84,615.4 92.1 622.0 345.0 -796.0 345.0 -519.0 -1,418.0 743.2 -917.2 113.2 -167.8 297.9 -120.0 244.9

102 516 220,000 0.3 84,615.4 89.7 606.0 336.0 -781.0 336.0 -511.0 -1,387.0 725.1 -900.1 110.0 -165.0 297.9 -117.4 239.8

103 516 220,000 0.3 84,615.4 87.1 588.0 328.0 -766.0 328.0 -506.0 -1,354.0 706.1 -884.1 106.6 -162.5 297.9 -114.6 234.7

104 516 220,000 0.3 84,615.4 84.6 572.0 319.0 -751.0 319.0 -498.0 -1,323.0 688.0 -867.0 103.4 -159.7 297.9 -111.9 229.6

106 516 220,000 0.3 84,615.4 79.7 541.0 303.0 -721.0 303.0 -483.0 -1,262.0 653.4 -833.4 97.5 -154.1 297.9 -106.8 219.7

108 516 220,000 0.3 84,615.4 77.3 523.0 294.0 -706.0 294.0 -477.0 -1,229.0 633.9 -816.9 94.0 -151.5 297.9 -104.0 214.6

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170

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 2 (τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 110 516 220,000 0.3 84,615.4 74.8 508.0 287.0 -690.0 287.0 -469.0 -1,198.0 617.3 -799.3 91.3 -148.5 297.9 -101.4 209.6

111 516 220,000 0.3 84,615.4 72.3 491.0 279.0 -674.0 279.0 -462.0 -1,165.0 598.8 -781.8 88.1 -145.6 297.9 -98.6 204.4

112 516 220,000 0.3 84,615.4 69.8 474.0 272.0 -659.0 272.0 -457.0 -1,133.0 581.1 -766.1 84.9 -143.1 297.9 -95.9 199.6

113 516 220,000 0.3 84,615.4 67.3 457.0 263.0 -643.0 263.0 -449.0 -1,100.0 562.2 -748.2 81.6 -140.1 297.9 -93.1 194.2

114 516 220,000 0.3 84,615.4 64.8 440.0 255.0 -627.0 255.0 -442.0 -1,067.0 543.7 -730.7 78.5 -137.2 297.9 -90.3 189.1

115 516 220,000 0.3 84,615.4 62.3 423.0 247.0 -611.0 247.0 -435.0 -1,034.0 525.3 -713.3 75.3 -134.4 297.9 -87.5 183.9

116 516 220,000 0.3 84,615.4 59.8 407.0 240.0 -596.0 240.0 -429.0 -1,003.0 508.3 -697.3 72.3 -131.7 297.9 -84.9 179.2

118 516 220,000 0.3 84,615.4 57.3 391.0 232.0 -579.0 232.0 -420.0 -970.0 490.4 -678.4 69.4 -128.4 297.9 -82.1 173.8

119 516 220,000 0.3 84,615.4 54.8 373.0 225.0 -564.0 225.0 -416.0 -937.0 472.1 -663.1 66.0 -126.1 297.9 -79.3 169.1

120 516 220,000 0.3 84,615.4 52.3 356.0 218.0 -545.0 218.0 -407.0 -901.0 453.8 -642.8 63.1 -122.5 297.9 -76.2 163.4

121 516 220,000 0.3 84,615.4 49.7 340.0 210.0 -530.0 210.0 -400.0 -870.0 436.3 -626.3 60.1 -119.8 297.9 -73.6 158.6

122 516 220,000 0.3 84,615.4 47.2 322.0 202.0 -512.0 202.0 -392.0 -834.0 417.0 -607.0 56.8 -116.5 297.9 -70.6 153.0

123 516 220,000 0.3 84,615.4 44.6 305.0 195.0 -495.0 195.0 -385.0 -800.0 399.1 -589.1 53.8 -113.5 297.9 -67.7 147.9

124 516 220,000 0.3 84,615.4 42.0 287.0 188.0 -478.0 188.0 -379.0 -765.0 380.6 -571.6 50.6 -110.6 297.9 -64.7 142.7

125 516 220,000 0.3 84,615.4 39.5 271.0 181.0 -462.0 181.0 -372.0 -733.0 363.6 -554.6 47.7 -107.7 297.9 -62.0 137.9

126 516 220,000 0.3 84,615.4 36.8 252.0 174.0 -442.0 174.0 -364.0 -694.0 344.1 -534.1 44.4 -104.2 297.9 -58.7 132.1

127 516 220,000 0.3 84,615.4 34.1 231.0 167.0 -423.0 167.0 -359.0 -654.0 323.6 -515.6 40.8 -101.2 297.9 -55.3 126.6

128 516 220,000 0.3 84,615.4 31.1 212.0 159.0 -401.0 159.0 -348.0 -613.0 303.2 -492.2 37.6 -97.0 297.9 -51.9 120.3

129 516 220,000 0.3 84,615.4 28.2 190.0 149.0 -381.0 149.0 -340.0 -571.0 280.4 -471.4 33.6 -93.6 297.9 -48.3 114.2

130 516 220,000 0.3 84,615.4 25.1 168.0 141.0 -358.0 141.0 -331.0 -526.0 258.4 -448.4 29.9 -89.7 297.9 -44.5 107.8

131 516 220,000 0.3 84,615.4 22.0 146.0 132.0 -336.0 132.0 -322.0 -482.0 236.1 -426.1 26.2 -85.9 297.9 -40.8 101.5

132 516 220,000 0.3 84,615.4 19.0 124.0 126.0 -315.0 126.0 -317.0 -439.0 216.3 -407.3 22.8 -82.8 297.9 -37.1 96.2

133 516 220,000 0.3 84,615.4 15.8 102.0 119.0 -291.0 119.0 -308.0 -393.0 195.7 -384.7 19.4 -78.8 297.9 -33.3 90.1

134 516 220,000 0.3 84,615.4 12.9 80.0 112.0 -268.0 112.0 -300.0 -348.0 175.7 -363.7 16.1 -75.2 297.9 -29.4 84.4

135 516 220,000 0.3 84,615.4 9.7 58.0 105.0 -245.0 105.0 -292.0 -303.0 156.2 -343.2 12.9 -71.6 297.9 -25.6 78.9

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171

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2

(τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 136 516 220,000 0.3 84,615.4 6.6 37.0 99.0 -221.0 99.0 -283.0 -258.0 138.5 -322.5 10.1 -67.9 297.9 -21.8 73.5

137 516 220,000 0.3 84,615.4 3.5 13.0 92.0 -198.0 92.0 -277.0 -211.0 120.0 -305.0 6.9 -65.0 297.9 -17.9 68.7

138 516 220,000 0.3 84,615.4 0.5 -6.0 86.0 -175.0 86.0 -267.0 -169.0 105.2 -286.2 4.7 -61.6 297.9 -14.3 64.0

139 516 220,000 0.3 84,615.4 -2.7 -29.0 81.0 -149.0 81.0 -259.0 -120.0 91.3 -269.3 2.5 -58.5 297.9 -10.2 59.8

140 516 220,000 0.3 84,615.4 -5.7 -51.0 78.0 -126.0 78.0 -255.0 -75.0 82.2 -259.2 1.1 -56.7 297.9 -6.3 57.2

141 516 220,000 0.3 84,615.4 -8.8 -71.0 74.0 -101.0 74.0 -246.0 -30.0 74.7 -246.7 0.2 -54.2 297.9 -2.5 54.3

142 516 220,000 0.3 84,615.4 -11.7 -93.0 70.0 -78.0 70.0 -241.0 15.0 70.2 -241.2 -0.5 -53.2 297.9 1.3 53.0

143 516 220,000 0.3 84,615.4 -14.6 -113.0 68.0 -55.0 68.0 -236.0 58.0 70.7 -238.7 -0.2 -52.6 297.9 4.9 52.5

144 516 220,000 0.3 84,615.4 -17.5 -132.0 66.0 -31.0 66.0 -229.0 101.0 74.4 -237.4 0.8 -52.0 297.9 8.5 52.4

145 516 220,000 0.3 84,615.4 -20.5 -153.0 63.0 -7.0 63.0 -223.0 146.0 80.6 -240.6 2.0 -52.3 297.9 12.4 53.4

146 516 220,000 0.3 84,615.4 -23.5 -173.0 61.0 17.0 61.0 -217.0 190.0 90.4 -246.4 4.0 -53.0 297.9 16.1 55.1

147 516 220,000 0.3 84,615.4 -26.3 -193.0 60.0 40.0 60.0 -213.0 233.0 103.0 -256.0 6.3 -54.4 297.9 19.7 57.8

148 516 220,000 0.3 84,615.4 -29.3 -212.0 59.0 65.0 59.0 -206.0 277.0 118.2 -265.2 9.3 -55.5 297.9 23.4 60.7

149 516 220,000 0.3 84,615.4 -32.3 -233.0 59.0 91.0 59.0 -201.0 324.0 136.7 -278.7 12.8 -57.5 297.9 27.4 64.8

150 516 220,000 0.3 84,615.4 -35.1 -252.0 59.0 114.0 59.0 -197.0 366.0 154.3 -292.3 16.1 -59.5 297.9 31.0 69.0

151 516 220,000 0.3 84,615.4 -38.1 -272.0 60.0 140.0 60.0 -192.0 412.0 175.5 -307.5 20.1 -61.6 297.9 34.9 73.8

152 516 220,000 0.3 84,615.4 -41.0 -292.0 61.0 164.0 61.0 -189.0 456.0 196.0 -324.0 23.9 -64.1 297.9 38.6 78.8

153 516 220,000 0.3 84,615.4 -44.0 -311.0 62.0 188.0 62.0 -185.0 499.0 216.9 -339.9 27.8 -66.4 297.9 42.2 83.9

154 516 220,000 0.3 84,615.4 -47.1 -332.0 63.0 215.0 63.0 -180.0 547.0 240.8 -357.8 32.3 -69.0 297.9 46.3 89.6

155 516 220,000 0.3 84,615.4 -49.9 -349.0 65.0 239.0 65.0 -175.0 588.0 262.5 -372.5 36.5 -71.0 297.9 49.8 94.7

156 516 220,000 0.3 84,615.4 -52.9 -368.0 66.0 265.0 66.0 -169.0 633.0 286.1 -389.1 40.9 -73.3 297.9 53.6 100.3

157 516 220,000 0.3 84,615.4 -55.8 -387.0 68.0 290.0 68.0 -165.0 677.0 309.5 -406.5 45.3 -75.8 297.9 57.3 106.0

158 516 220,000 0.3 84,615.4 -58.5 -404.0 71.0 314.0 71.0 -161.0 718.0 332.3 -422.3 49.7 -78.0 297.9 60.8 111.5

159 516 220,000 0.3 84,615.4 -61.5 -423.0 74.0 338.0 74.0 -159.0 761.0 355.4 -440.4 54.0 -80.7 297.9 64.4 117.4

160 516 220,000 0.3 84,615.4 -64.6 -440.0 77.0 365.0 77.0 -152.0 805.0 381.0 -456.0 59.0 -82.6 297.9 68.1 123.2

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172

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2 (τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 161 516 220,000 0.3 84,615.4 -67.6 -461.0 79.0 391.0 79.0 -149.0 852.0 406.0 -476.0 63.6 -85.6 297.9 72.1 129.7

162 516 220,000 0.3 84,615.4 -70.6 -480.0 83.0 417.0 83.0 -146.0 897.0 431.4 -494.4 68.4 -88.2 297.9 75.9 136.0

163 516 220,000 0.3 84,615.4 -73.7 -499.0 87.0 445.0 87.0 -141.0 944.0 458.6 -512.6 73.7 -90.7 297.9 79.9 142.6

164 516 220,000 0.3 84,615.4 -76.8 -519.0 91.0 472.0 91.0 -138.0 991.0 485.1 -532.1 78.7 -93.4 297.9 83.9 149.2

165 516 220,000 0.3 84,615.4 -79.9 -538.0 94.0 500.0 94.0 -132.0 1,038.0 512.2 -550.2 83.9 -95.9 297.9 87.8 155.8

166 516 220,000 0.3 84,615.4 -82.9 -555.0 99.0 525.0 99.0 -129.0 1,080.0 536.9 -566.9 88.7 -98.1 297.9 91.4 161.8

167 516 220,000 0.3 84,615.4 -86.0 -576.0 104.0 553.0 104.0 -127.0 1,129.0 564.7 -587.7 93.9 -101.1 297.9 95.5 168.9

168 516 220,000 0.3 84,615.4 -89.1 -595.0 107.0 580.0 107.0 -122.0 1,175.0 591.1 -606.1 98.9 -103.7 297.9 99.4 175.5

169 516 220,000 0.3 84,615.4 -92.3 -613.0 112.0 609.0 112.0 -116.0 1,222.0 619.5 -623.5 104.6 -105.8 297.9 103.4 182.2

170 516 220,000 0.3 84,615.4 -95.3 -633.0 117.0 634.0 117.0 -116.0 1,267.0 644.6 -643.6 109.2 -108.8 297.9 107.2 188.8

171 516 220,000 0.3 84,615.4 -98.4 -651.0 121.0 663.0 121.0 -109.0 1,314.0 673.0 -661.0 114.8 -111.0 297.9 111.2 195.5

172 516 220,000 0.3 84,615.4 -101.5 -669.0 127.0 690.0 127.0 -106.0 1,359.0 699.9 -678.9 120.0 -113.4 297.9 115.0 202.1

173 516 220,000 0.3 84,615.4 -104.6 -688.0 131.0 717.0 131.0 -102.0 1,405.0 726.6 -697.6 125.1 -116.0 297.9 118.9 208.8

174 516 220,000 0.3 84,615.4 -107.5 -704.0 136.0 741.0 136.0 -99.0 1,445.0 750.5 -713.5 129.7 -118.1 297.9 122.3 214.6

175 516 220,000 0.3 84,615.4 -110.7 -724.0 142.0 771.0 142.0 -95.0 1,495.0 780.3 -733.3 135.5 -120.7 297.9 126.5 222.0

176 516 220,000 0.3 84,615.4 -113.5 -741.0 146.0 797.0 146.0 -90.0 1,538.0 806.0 -750.0 140.5 -122.9 297.9 130.1 228.2

177 516 220,000 0.3 84,615.4 -116.4 -757.0 152.0 823.0 152.0 -86.0 1,580.0 831.9 -765.9 145.6 -124.8 297.9 133.7 234.4

179 516 220,000 0.3 84,615.4 -121.5 -787.0 162.0 869.0 162.0 -80.0 1,656.0 877.8 -795.8 154.5 -128.7 297.9 140.1 245.6

180 516 220,000 0.3 84,615.4 -123.8 -800.0 167.0 890.0 167.0 -77.0 1,690.0 898.8 -808.8 158.6 -130.3 297.9 143.0 250.7

181 516 220,000 0.3 84,615.4 -126.0 -812.0 171.0 910.0 171.0 -73.0 1,722.0 918.6 -820.6 162.6 -131.8 297.9 145.7 255.4

182 516 220,000 0.3 84,615.4 -128.1 -823.0 175.0 929.0 175.0 -69.0 1,752.0 937.5 -831.5 166.3 -133.0 297.9 148.2 259.8

183 516 220,000 0.3 84,615.4 -130.0 -836.0 180.0 947.0 180.0 -69.0 1,783.0 955.7 -844.7 169.8 -134.9 297.9 150.9 264.4

184 516 220,000 0.3 84,615.4 -131.8 -846.0 184.0 963.0 184.0 -67.0 1,809.0 971.7 -854.7 172.9 -136.1 297.9 153.1 268.3

185 516 220,000 0.3 84,615.4 -133.5 -854.0 186.0 980.0 186.0 -60.0 1,834.0 988.2 -862.2 176.4 -136.8 297.9 155.2 271.9

186 516 220,000 0.3 84,615.4 -135.0 -862.0 190.0 994.0 190.0 -58.0 1,856.0 1,002.2 -870.2 179.2 -137.7 297.9 157.0 275.2

Page 25: DAFTAR PUSTAKA - Perpustakaan Digital ITB - …digilib.itb.ac.id/files/disk1/628/jbptitbpp-gdl-andrenovan-31392-7... · DAFTAR PUSTAKA 1. AISC (2005), ... Tata Cara Perencanaan Struktur

173

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2 (τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 187 516 220,000 0.3 84,615.4 -136.4 -870.0 193.0 1,006.0 193.0 -57.0 1,876.0 1,014.3 -878.3 181.5 -138.8 297.9 158.7 278.2

188 516 220,000 0.3 84,615.4 -137.7 -876.0 197.0 1,018.0 197.0 -55.0 1,894.0 1,026.3 -884.3 184.0 -139.4 297.9 160.3 280.9

189 516 220,000 0.3 84,615.4 -138.8 -883.0 199.0 1,029.0 199.0 -53.0 1,912.0 1,037.3 -891.3 186.1 -140.2 297.9 161.8 283.6

190 516 220,000 0.3 84,615.4 -139.9 -889.0 202.0 1,040.0 202.0 -51.0 1,929.0 1,048.3 -897.3 188.3 -140.9 297.9 163.2 286.1

191 516 220,000 0.3 84,615.4 -142.0 -903.0 206.0 1,061.0 206.0 -48.0 1,964.0 1,069.2 -911.2 192.4 -142.7 297.9 166.2 291.3

192 516 220,000 0.3 84,615.4 -144.2 -913.0 210.0 1,079.0 210.0 -44.0 1,992.0 1,087.1 -921.1 196.0 -143.8 297.9 168.6 295.5

193 516 220,000 0.3 84,615.4 -145.6 -922.0 214.0 1,093.0 214.0 -43.0 2,015.0 1,101.2 -930.2 198.8 -145.0 297.9 170.5 298.9

194 516 220,000 0.3 84,615.4 -147.1 -930.0 216.0 1,107.0 216.0 -39.0 2,037.0 1,114.9 -937.9 201.5 -145.9 297.9 172.4 302.2

195 516 220,000 0.3 84,615.4 -148.5 -937.0 220.0 1,120.0 220.0 -37.0 2,057.0 1,128.0 -945.0 204.2 -146.6 297.9 174.1 305.2

196 516 220,000 0.3 84,615.4 -149.9 -944.0 223.0 1,134.0 223.0 -33.0 2,078.0 1,141.9 -951.9 207.0 -147.3 297.9 175.8 308.3

197 516 220,000 0.3 84,615.4 -151.3 -952.0 225.0 1,149.0 225.0 -28.0 2,101.0 1,156.6 -959.6 210.0 -148.1 297.9 177.8 311.7

198 516 220,000 0.3 84,615.4 -153.7 -969.0 231.0 1,172.0 231.0 -28.0 2,141.0 1,179.8 -976.8 214.4 -150.6 297.9 181.2 317.7

199 516 220,000 0.3 84,615.4 -156.0 -983.0 236.0 1,195.0 236.0 -24.0 2,178.0 1,202.7 -990.7 218.9 -152.3 297.9 184.3 323.2

200 516 220,000 0.3 84,615.4 -158.5 -996.0 239.0 1,219.0 239.0 -16.0 2,215.0 1,226.3 -1,003.3 223.7 -153.6 297.9 187.4 328.6

201 516 220,000 0.3 84,615.4 -160.8 -1,009.0 244.0 1,240.0 244.0 -13.0 2,249.0 1,247.3 -1,016.3 227.8 -155.2 297.9 190.3 333.7

202 516 220,000 0.3 84,615.4 -162.9 -1,022.0 247.0 1,262.0 247.0 -7.0 2,284.0 1,269.0 -1,029.0 232.2 -156.7 297.9 193.3 338.9

203 516 220,000 0.3 84,615.4 -165.3 -1,036.0 253.0 1,288.0 253.0 -1.0 2,324.0 1,294.9 -1,042.9 237.4 -158.2 297.9 196.6 344.9

204 516 220,000 0.3 84,615.4 -168.2 -1,052.0 258.0 1,314.0 258.0 4.0 2,366.0 1,320.8 -1,058.8 242.5 -160.2 297.9 200.2 351.2

205 516 220,000 0.3 84,615.4 -170.8 -1,066.0 263.0 1,341.0 263.0 12.0 2,407.0 1,347.5 -1,072.5 248.0 -161.6 297.9 203.7 357.3

206 516 220,000 0.3 84,615.4 -173.6 -1,082.0 267.0 1,368.0 267.0 19.0 2,450.0 1,374.3 -1,088.3 253.3 -163.4 297.9 207.3 363.7

207 516 220,000 0.3 84,615.4 -176.0 -1,097.0 274.0 1,394.0 274.0 23.0 2,491.0 1,400.3 -1,103.3 258.5 -165.2 297.9 210.8 369.9

209 516 220,000 0.3 84,615.4 -181.2 -1,124.0 283.0 1,444.0 283.0 37.0 2,568.0 1,449.9 -1,129.9 268.6 -168.0 297.9 217.3 381.4

210 516 220,000 0.3 84,615.4 -183.6 -1,137.0 286.0 1,470.0 286.0 47.0 2,607.0 1,475.5 -1,142.5 273.8 -169.2 297.9 220.6 387.2

211 516 220,000 0.3 84,615.4 -186.0 -1,151.0 291.0 1,496.0 291.0 54.0 2,647.0 1,501.3 -1,156.3 279.1 -170.7 297.9 224.0 393.2

212 516 220,000 0.3 84,615.4 -188.6 -1,165.0 293.0 1,523.0 293.0 65.0 2,688.0 1,527.8 -1,169.8 284.5 -172.0 297.9 227.4 399.3

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174

SPESIMEN 1

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 2 (μ)

Regangan Transformasi Rosette 2 (μ)

Reg Utama Rosette 2 (μ)

Teg Utama Rosette 2

(Mpa)

Teg Geser Leleh Von

Misses

Teg Geser 2

(τw)

Teg Von

Misses 2 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 213 516 220,000 0.3 84,615.4 -190.9 -1,176.0 298.0 1,554.0 298.0 80.0 2,730.0 1,558.3 -1,180.3 291.1 -172.3 297.9 231.0 405.7

214 516 220,000 0.3 84,615.4 -193.0 -1,185.0 296.0 1,593.0 296.0 112.0 2,778.0 1,596.0 -1,188.0 299.7 -171.5 297.9 235.1 413.0

215 516 220,000 0.3 84,615.4 -194.7 -1,204.0 287.0 1,630.0 287.0 139.0 2,834.0 1,631.9 -1,205.9 307.1 -173.2 297.9 239.8 421.3

216 516 220,000 0.3 84,615.4 -196.5 -1,240.0 267.0 1,698.0 267.0 191.0 2,938.0 1,698.5 -1,240.5 320.7 -176.7 297.9 248.6 436.7

217 516 220,000 0.3 84,615.4 -198.2 -1,261.0 258.0 1,742.0 258.0 223.0 3,003.0 1,742.1 -1,261.1 329.7 -178.5 297.9 254.1 446.6

218 516 220,000 0.3 84,615.4 -200.1 -1,278.0 253.0 1,777.0 253.0 246.0 3,055.0 1,777.0 -1,278.0 336.9 -180.1 297.9 258.5 454.6

219 516 220,000 0.3 84,615.4 -201.8 -1,294.0 259.0 1,821.0 259.0 268.0 3,115.0 1,821.0 -1,294.0 346.4 -180.8 297.9 263.6 464.0

220 516 220,000 0.3 84,615.4 -203.7 -1,355.0 225.0 1,833.0 225.0 253.0 3,188.0 1,833.1 -1,355.1 344.9 -194.6 297.9 269.8 473.2

221 516 220,000 0.3 84,615.4 -205.4 -1,361.0 213.0 1,867.0 213.0 293.0 3,228.0 1,867.5 -1,361.5 352.7 -193.7 297.9 273.1 479.9

222 516 220,000 0.3 84,615.4 -207.2 -1,381.0 212.0 1,884.0 212.0 291.0 3,265.0 1,884.5 -1,381.5 355.4 -197.3 297.9 276.3 485.1

223 516 220,000 0.3 84,615.4 -208.8 -1,398.0 204.0 1,917.0 204.0 315.0 3,315.0 1,917.9 -1,398.9 362.2 -199.1 297.9 280.5 492.9

224 516 220,000 0.3 84,615.4 -209.0 -1,402.0 192.0 1,932.0 192.0 338.0 3,334.0 1,933.6 -1,403.6 365.7 -199.1 297.9 282.1 496.1

225 516 220,000 0.3 84,615.4 -208.4 -1,400.0 191.0 1,938.0 191.0 347.0 3,338.0 1,939.8 -1,401.8 367.3 -198.2 297.9 282.4 497.0

226 516 220,000 0.3 84,615.4 -207.7 -1,405.0 192.0 1,941.0 192.0 344.0 3,346.0 1,942.7 -1,406.7 367.6 -199.2 297.9 283.1 498.1

227 516 220,000 0.3 84,615.4 -207.2 -1,417.0 195.0 1,965.0 195.0 353.0 3,382.0 1,966.8 -1,418.8 372.6 -200.4 297.9 286.2 503.6

228 516 220,000 0.3 84,615.4 -207.3 -1,430.0 201.0 1,982.0 201.0 351.0 3,412.0 1,983.6 -1,431.6 375.7 -202.2 297.9 288.7 508.0

229 516 220,000 0.3 84,615.4 -207.3 -1,445.0 206.0 1,998.0 206.0 347.0 3,443.0 1,999.4 -1,446.4 378.5 -204.7 297.9 291.3 512.4 230 516 220,000 0.3 84,615.4 -207.2 -1,460.0 210.0 2,010.0 210.0 340.0 3,470.0 2,011.2 -1,461.2 380.2 -207.4 297.9 293.6 516.2 231 516 220,000 0.3 84,615.4 -206.7 -1,433.0 196.0 1,999.0 196.0 370.0 3,432.0 2,001.2 -1,435.2 379.7 -201.8 297.9 290.4 511.4

232 516 220,000 0.3 84,615.4 -206.6 -1,410.0 187.0 1,978.0 187.0 381.0 3,388.0 1,980.8 -1,412.8 376.4 -197.9 297.9 286.7 505.3

233 516 220,000 0.3 84,615.4 -206.9 -1,381.0 186.0 1,939.0 186.0 372.0 3,320.0 1,941.6 -1,383.6 369.0 -193.7 297.9 280.9 495.2

234 516 220,000 0.3 84,615.4 -205.4 -1,362.0 180.0 1,913.0 180.0 371.0 3,275.0 1,915.8 -1,364.8 364.2 -191.0 297.9 277.1 488.5

235 516 220,000 0.3 84,615.4 -201.4 -1,340.0 172.0 1,883.0 172.0 371.0 3,223.0 1,886.1 -1,343.1 358.6 -187.9 297.9 272.7 480.9

236 516 220,000 0.3 84,615.4 -197.7 -1,319.0 164.0 1,853.0 164.0 370.0 3,172.0 1,856.3 -1,322.3 352.9 -185.1 297.9 268.4 473.4

237 516 220,000 0.3 84,615.4 -194.2 -1,298.0 157.0 1,820.0 157.0 365.0 3,118.0 1,823.5 -1,301.5 346.4 -182.4 297.9 263.8 465.3

Page 27: DAFTAR PUSTAKA - Perpustakaan Digital ITB - …digilib.itb.ac.id/files/disk1/628/jbptitbpp-gdl-andrenovan-31392-7... · DAFTAR PUSTAKA 1. AISC (2005), ... Tata Cara Perencanaan Struktur

175

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson Mod Geser

(Gs) Beban

Aktuator Regangan Eksisting

Rosette 1 (μ) Regangan Transformasi

Rosette 1 (μ) Reg Utama

Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa)

1 516 220,000 0.3 84,615.4 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 297.9 0.0 0.0

2 516 220,000 0.3 84,615.4 -0.98 -16.8 4.6 25.1 4.6 3.7 41.9 25.1 -16.8 4.9 -2.2 297.9 3.5 6.3

3 516 220,000 0.3 84,615.4 -1.89 -33.6 9.2 50.2 9.2 7.4 83.8 50.2 -33.6 9.7 -4.5 297.9 7.1 12.6

4 516 220,000 0.3 84,615.4 -2.20 -50.3 13.9 75.3 13.9 11.1 125.6 75.3 -50.4 14.6 -6.7 297.9 10.6 18.8

5 516 220,000 0.3 84,615.4 -5.35 -67.1 18.5 100.4 18.5 14.8 167.5 100.4 -67.1 19.4 -8.9 297.9 14.2 25.1

6 516 220,000 0.3 84,615.4 -8.57 -83.9 23.1 125.5 23.1 18.5 209.4 125.5 -83.9 24.3 -11.2 297.9 17.7 31.4

7 516 220,000 0.3 84,615.4 -11.70 -100.7 27.7 150.6 27.7 22.2 251.3 150.6 -100.7 29.1 -13.4 297.9 21.3 37.7

8 516 220,000 0.3 84,615.4 -14.81 -117.5 32.3 175.7 32.3 25.9 293.1 175.7 -117.5 34.0 -15.7 297.9 24.8 43.9

9 516 220,000 0.3 84,615.4 -17.93 -134.2 37.0 200.8 37.0 29.6 335.0 200.8 -134.3 38.8 -17.9 297.9 28.3 50.2

10 516 220,000 0.3 84,615.4 -21.03 -151.0 41.6 225.9 41.6 33.3 376.9 225.9 -151.1 43.7 -20.1 297.9 31.9 56.5

11 516 220,000 0.3 84,615.4 -24.11 -167.8 46.2 251.0 46.2 37.0 418.8 251.0 -167.9 48.5 -22.4 297.9 35.4 62.8

12 516 220,000 0.3 84,615.4 -27.30 -184.6 50.8 276.0 50.8 40.7 460.6 276.1 -184.6 53.4 -24.6 297.9 39.0 69.0

13 516 220,000 0.3 84,615.4 -30.43 -201.4 55.4 301.1 55.4 44.4 502.5 301.2 -201.4 58.2 -26.8 297.9 42.5 75.3

14 516 220,000 0.3 84,615.4 -33.50 -218.1 60.0 326.2 60.0 48.0 544.4 326.3 -218.2 63.1 -29.1 297.9 46.1 81.6

15 516 220,000 0.3 84,615.4 -36.59 -234.9 64.7 351.3 64.7 51.7 586.3 351.4 -235.0 67.9 -31.3 297.9 49.6 87.9

16 516 220,000 0.3 84,615.4 -39.60 -251.7 69.3 376.4 69.3 55.4 628.1 376.5 -251.8 72.8 -33.6 297.9 53.1 94.1

17 516 220,000 0.3 84,615.4 -42.71 -268.5 73.9 401.5 73.9 59.1 670.0 401.6 -268.6 77.6 -35.8 297.9 56.7 100.4

18 516 220,000 0.3 84,615.4 -45.71 -285.3 78.5 426.6 78.5 62.8 711.9 426.7 -285.3 82.5 -38.0 297.9 60.2 106.7

19 516 220,000 0.3 84,615.4 -48.78 -302.0 83.1 451.7 83.1 66.5 753.8 451.8 -302.1 87.3 -40.3 297.9 63.8 113.0

20 516 220,000 0.3 84,615.4 -51.80 -318.8 87.8 476.8 87.8 70.2 795.6 476.9 -318.9 92.2 -42.5 297.9 67.3 119.2

21 516 220,000 0.3 84,615.4 -54.86 -335.6 92.4 501.9 92.4 73.9 837.5 502.0 -335.7 97.0 -44.7 297.9 70.9 125.5

22 516 220,000 0.3 84,615.4 -57.91 -352.4 97.0 527.0 97.0 77.6 879.4 527.1 -352.5 101.9 -47.0 297.9 74.4 131.8

23 516 220,000 0.3 84,615.4 -60.77 -369.2 101.6 552.1 101.6 81.3 921.3 552.2 -369.3 106.7 -49.2 297.9 78.0 138.1

24 516 220,000 0.3 84,615.4 -63.85 -385.9 106.2 577.2 106.2 85.0 963.1 577.3 -386.1 111.6 -51.5 297.9 81.5 144.4

25 516 220,000 0.3 84,615.4 -66.83 -402.7 110.9 602.3 110.9 88.7 1,005.0 602.4 -402.8 116.4 -53.7 297.9 85.0 150.6

Page 28: DAFTAR PUSTAKA - Perpustakaan Digital ITB - …digilib.itb.ac.id/files/disk1/628/jbptitbpp-gdl-andrenovan-31392-7... · DAFTAR PUSTAKA 1. AISC (2005), ... Tata Cara Perencanaan Struktur

176

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson Mod Geser

(Gs) Beban

Aktuator Regangan Eksisting

Rosette 1 (μ) Regangan Transformasi

Rosette 1 (μ) Reg Utama

Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 (MPa) (MPa) (v) (MPa) (kN) 26 516 220,000 0.3 84,615.4 -69.88 -419.5 115.5 627.4 115.5 92.4 1,046.9 627.5 -419.6 121.3 -55.9 297.9 88.6 156.9

27 516 220,000 0.3 84,615.4 -72.84 -436.3 120.1 652.5 120.1 96.1 1,088.8 652.6 -436.4 126.1 -58.2 297.9 92.1 163.2

28 516 220,000 0.3 84,615.4 -75.76 -453.1 124.7 677.6 124.7 99.8 1,130.6 677.7 -453.2 131.0 -60.4 297.9 95.7 169.5

29 516 220,000 0.3 84,615.4 -78.67 -469.8 129.3 702.7 129.3 103.5 1,172.5 702.8 -470.0 135.8 -62.6 297.9 99.2 175.7

30 516 220,000 0.3 84,615.4 -81.67 -486.6 134.0 727.8 134.0 107.2 1,214.4 727.9 -486.8 140.7 -64.9 297.9 102.8 182.0

31 516 220,000 0.3 84,615.4 -84.39 -503.4 138.6 752.9 138.6 110.9 1,256.3 753.0 -503.6 145.5 -67.1 297.9 106.3 188.3

32 516 220,000 0.3 84,615.4 -87.40 -520.2 143.2 777.9 143.2 114.6 1,298.1 778.1 -520.3 150.4 -69.4 297.9 109.8 194.6

33 516 220,000 0.3 84,615.4 -90.21 -537.0 147.8 803.0 147.8 118.3 1,340.0 803.2 -537.1 155.2 -71.6 297.9 113.4 200.8

34 516 220,000 0.3 84,615.4 -93.11 -553.7 152.4 828.1 152.4 122.0 1,381.9 828.3 -553.9 160.1 -73.8 297.9 116.9 207.1

35 516 220,000 0.3 84,615.4 -95.80 -570.5 157.0 853.2 157.0 125.7 1,423.8 853.4 -570.7 164.9 -76.1 297.9 120.5 213.4

36 516 220,000 0.3 84,615.4 -98.74 -620.0 161.7 890.0 161.7 108.3 1,510.0 890.5 -620.5 170.3 -85.4 297.9 127.8 225.5

37 516 220,000 0.3 84,615.4 -101.45 -625.0 166.3 903.4 166.3 112.1 1,528.4 903.9 -625.5 173.2 -85.7 297.9 129.3 228.4

38 516 220,000 0.3 84,615.4 -104.37 -630.0 170.9 970.0 170.9 169.1 1,600.0 970.0 -630.0 188.8 -82.0 297.9 135.4 240.5

39 516 220,000 0.3 84,615.4 -106.89 -650.0 175.5 990.0 175.5 164.5 1,640.0 990.0 -650.0 192.2 -85.3 297.9 138.8 246.2

40 516 220,000 0.3 84,615.4 -109.87 -670.0 180.1 1,055.0 180.1 204.9 1,725.0 1,055.1 -670.1 206.5 -85.5 297.9 146.0 260.0

41 516 220,000 0.3 84,615.4 -112.68 -690.0 184.8 1,080.0 184.8 205.2 1,770.0 1,080.1 -690.1 211.1 -88.5 297.9 149.8 266.6

42 516 220,000 0.3 84,615.4 -115.58 -699.0 189.4 1,120.0 189.4 231.6 1,819.0 1,120.2 -699.2 220.1 -87.8 297.9 153.9 274.7

43 516 220,000 0.3 84,615.4 -118.18 -704.8 194.0 1,130.0 194.0 231.2 1,834.8 1,130.2 -704.9 222.1 -88.5 297.9 155.2 277.1

44 516 220,000 0.3 84,615.4 -121.02 -721.5 198.6 1,145.0 198.6 224.8 1,866.5 1,145.1 -721.6 224.5 -91.4 297.9 157.9 281.6

45 516 220,000 0.3 84,615.4 -123.70 -745.0 203.2 1,165.0 203.2 216.8 1,910.0 1,165.0 -745.0 227.6 -95.6 297.9 161.6 287.6

46 516 220,000 0.3 84,615.4 -126.27 -782.0 207.9 1,190.0 207.9 200.1 1,972.0 1,190.0 -782.0 231.0 -102.7 297.9 166.9 296.0

47 516 220,000 0.3 84,615.4 -128.20 -809.0 212.5 1,210.0 212.5 188.5 2,019.0 1,210.1 -809.1 233.9 -107.8 297.9 170.8 302.6

48 516 220,000 0.3 84,615.4 -130.56 -820.0 217.1 1,245.0 217.1 207.9 2,065.0 1,245.0 -820.0 241.5 -107.9 297.9 174.7 309.9

49 516 220,000 0.3 84,615.4 -132.78 -854.0 221.7 1,276.0 221.7 200.3 2,130.0 1,276.1 -854.1 246.6 -113.9 297.9 180.2 319.2

50 516 220,000 0.3 84,615.4 -134.75 -877.0 226.3 1,290.0 226.3 186.7 2,167.0 1,290.2 -877.2 248.3 -118.5 297.9 183.4 324.2

Page 29: DAFTAR PUSTAKA - Perpustakaan Digital ITB - …digilib.itb.ac.id/files/disk1/628/jbptitbpp-gdl-andrenovan-31392-7... · DAFTAR PUSTAKA 1. AISC (2005), ... Tata Cara Perencanaan Struktur

177

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 1 (μ)

Regangan Transformasi Rosette 1 (μ)

Reg Utama Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 (MPa) (MPa) (v) (MPa) (kN) 51 516 220,000 0.3 84,615.4 -136.56 -900.0 231.0 1,330.0 231.0 199.1 2,230.0 1,330.1 -900.1 256.3 -121.1 297.9 188.7 333.8

52 516 220,000 0.3 84,615.4 -138.30 -910.0 235.6 1,346.0 235.6 200.4 2,256.0 1,346.1 -910.1 259.4 -122.4 297.9 190.9 337.7

53 516 220,000 0.3 84,615.4 -139.90 -922.0 240.2 1,367.0 240.2 204.8 2,289.0 1,367.1 -922.1 263.6 -123.8 297.9 193.7 342.7

54 516 220,000 0.3 84,615.4 -141.19 -931.0 244.8 1,381.2 244.8 205.4 2,312.2 1,381.4 -931.2 266.4 -124.9 297.9 195.7 346.2

55 516 220,000 0.3 84,615.4 -142.27 -935.0 249.4 1,406.3 249.4 221.9 2,341.3 1,406.4 -935.1 272.2 -124.1 297.9 198.1 351.1

56 516 220,000 0.3 84,615.4 -143.37 -940.0 254.0 1,431.4 254.0 237.4 2,371.4 1,431.5 -940.0 277.9 -123.4 297.9 200.7 356.0

57 516 220,000 0.3 84,615.4 -144.28 -951.0 258.7 1,456.5 258.7 246.9 2,407.5 1,456.5 -951.0 283.2 -124.3 297.9 203.7 361.7

58 516 220,000 0.3 84,615.4 -145.57 -961.0 263.3 1,481.6 263.3 257.3 2,442.6 1,481.6 -961.0 288.5 -124.9 297.9 206.7 367.2

59 516 220,000 0.3 84,615.4 -147.65 -973.2 267.9 1,506.7 267.9 265.6 2,480.0 1,506.7 -973.2 293.7 -126.0 297.9 209.8 373.0

60 516 220,000 0.3 84,615.4 -148.50 -990.0 272.5 1,531.8 272.5 269.3 2,521.8 1,531.8 -990.0 298.5 -128.2 297.9 213.4 379.3

61 516 220,000 0.3 84,615.4 -149.65 -1,006.8 277.1 1,556.9 277.1 273.0 2,563.7 1,556.9 -1,006.8 303.4 -130.5 297.9 216.9 385.5

62 516 220,000 0.3 84,615.4 -150.74 -1,023.6 281.8 1,582.0 281.8 276.7 2,605.6 1,582.0 -1,023.6 308.2 -132.7 297.9 220.5 391.8

63 516 220,000 0.3 84,615.4 -151.88 -1,040.4 286.4 1,607.1 286.4 280.4 2,647.5 1,607.1 -1,040.4 313.1 -135.0 297.9 224.0 398.1

64 516 220,000 0.3 84,615.4 -153.64 -1,057.1 291.0 1,632.2 291.0 284.0 2,689.3 1,632.2 -1,057.1 317.9 -137.2 297.9 227.6 404.4

65 516 220,000 0.3 84,615.4 -155.86 -1,073.9 295.6 1,657.3 295.6 287.7 2,731.2 1,657.3 -1,073.9 322.8 -139.4 297.9 231.1 410.6

66 516 220,000 0.3 84,615.4 -158.05 -1,090.7 300.2 1,682.4 300.2 291.4 2,773.1 1,682.4 -1,090.7 327.6 -141.7 297.9 234.6 416.9

67 516 220,000 0.3 84,615.4 -160.20 -1,107.5 304.9 1,707.5 304.9 295.1 2,815.0 1,707.5 -1,107.5 332.5 -143.9 297.9 238.2 423.2

68 516 220,000 0.3 84,615.4 -162.31 -1,124.3 309.5 1,732.6 309.5 298.8 2,856.8 1,732.6 -1,124.3 337.3 -146.1 297.9 241.7 429.5

69 516 220,000 0.3 84,615.4 -164.37 -1,141.0 314.1 1,757.7 314.1 302.5 2,898.7 1,757.7 -1,141.1 342.2 -148.4 297.9 245.3 435.7

70 516 220,000 0.3 84,615.4 -166.74 -1,157.8 318.7 1,782.8 318.7 306.2 2,940.6 1,782.8 -1,157.8 347.0 -150.6 297.9 248.8 442.0

71 516 220,000 0.3 84,615.4 -169.56 -1,174.6 323.3 1,807.9 323.3 309.9 2,982.5 1,807.9 -1,174.6 351.9 -152.9 297.9 252.4 448.3

72 516 220,000 0.3 84,615.4 -172.37 -1,191.4 327.9 1,832.9 327.9 313.6 3,024.3 1,833.0 -1,191.4 356.7 -155.1 297.9 255.9 454.6

73 516 220,000 0.3 84,615.4 -175.14 -1,208.2 332.6 1,858.0 332.6 317.3 3,066.2 1,858.1 -1,208.2 361.6 -157.3 297.9 259.4 460.8

74 516 220,000 0.3 84,615.4 -177.78 -1,224.9 337.2 1,883.1 337.2 321.0 3,108.1 1,883.2 -1,225.0 366.4 -159.6 297.9 263.0 467.1

75 516 220,000 0.3 84,615.4 -180.49 -1,241.7 341.8 1,908.2 341.8 324.7 3,150.0 1,908.3 -1,241.7 371.3 -161.8 297.9 266.5 473.4

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178

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson

Mod Geser (Gs)

Beban Aktuator

Regangan Eksisting Rosette 1 (μ)

Regangan Transformasi Rosette 1 (μ)

Reg Utama Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 76 516 220,000 0.3 84,615.4 -183.10 -1,258.5 346.4 1,933.3 346.4 328.4 3,191.8 1,933.4 -1,258.5 376.1 -164.0 297.9 270.1 479.7

77 516 220,000 0.3 84,615.4 -185.73 -1,275.3 351.0 1,958.4 351.0 332.1 3,233.7 1,958.4 -1,275.3 381.0 -166.3 297.9 273.6 485.9

78 516 220,000 0.3 84,615.4 -188.40 -1,292.1 355.7 1,983.5 355.7 335.8 3,275.6 1,983.5 -1,292.1 385.8 -168.5 297.9 277.2 492.2

79 516 220,000 0.3 84,615.4 -190.99 -1,308.8 360.3 2,008.6 360.3 339.5 3,317.5 2,008.6 -1,308.9 390.7 -170.7 297.9 280.7 498.5

80 516 220,000 0.3 84,615.4 -193.57 -1,325.6 364.9 2,033.7 364.9 343.2 3,359.3 2,033.7 -1,325.7 395.5 -173.0 297.9 284.3 504.8

81 516 220,000 0.3 84,615.4 -195.82 -1,342.4 369.5 2,040.0 369.5 328.1 3,382.4 2,040.1 -1,342.5 395.8 -176.6 297.9 286.2 507.7

82 516 220,000 0.3 84,615.4 -198.01 -1,359.2 374.1 2,050.0 374.1 316.7 3,409.2 2,050.2 -1,359.4 397.1 -180.0 297.9 288.5 511.4

83 516 220,000 0.3 84,615.4 -200.04 -1,376.0 378.8 2,054.0 378.8 299.3 3,430.0 2,054.5 -1,376.4 396.9 -183.8 297.9 290.2 514.0

84 516 220,000 0.3 84,615.4 -201.77 -1,380.0 383.4 2,061.0 383.4 297.6 3,441.0 2,061.5 -1,380.5 398.3 -184.2 297.9 291.2 515.7

85 516 220,000 0.3 84,615.4 -203.49 -1,410.0 388.0 2,108.0 388.0 310.0 3,518.0 2,108.4 -1,410.4 407.4 -188.1 297.9 297.7 527.3

86 516 220,000 0.3 84,615.4 -205.13 -1,420.0 390.0 2,110.0 390.0 300.0 3,530.0 2,110.6 -1,420.6 407.2 -190.4 297.9 298.7 528.8

87 516 220,000 0.3 84,615.4 -206.64 -1,435.0 410.0 2,120.0 410.0 275.0 3,555.0 2,121.3 -1,436.3 408.7 -193.4 297.9 300.8 532.4

88 516 220,000 0.3 84,615.4 -208.08 -1,445.0 430.0 2,134.0 430.0 259.0 3,579.0 2,136.0 -1,447.0 411.5 -194.9 297.9 302.8 536.2

89 516 220,000 0.3 84,615.4 -209.67 -1,455.0 445.0 2,156.0 445.0 256.0 3,611.0 2,158.5 -1,457.5 416.1 -195.8 297.9 305.5 541.3

90 516 220,000 0.3 84,615.4 -211.09 -1,465.0 450.0 2,167.0 450.0 252.0 3,632.0 2,169.7 -1,467.7 418.1 -197.5 297.9 307.3 544.4

91 516 220,000 0.3 84,615.4 -212.61 -1,472.0 465.0 2,183.0 465.0 246.0 3,655.0 2,186.3 -1,475.3 421.6 -198.1 297.9 309.3 548.1

92 516 220,000 0.3 84,615.4 -214.01 -1,480.0 477.0 2,190.0 477.0 233.0 3,670.0 2,194.1 -1,484.1 422.8 -199.7 297.9 310.5 550.5

93 516 220,000 0.3 84,615.4 -214.10 -1,482.0 482.0 2,200.0 482.0 236.0 3,682.0 2,204.1 -1,486.1 425.1 -199.4 297.9 311.6 552.5

94 516 220,000 0.3 84,615.4 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 297.9 0.0 0.0

95 516 220,000 0.3 84,615.4 3.70 35.0 5.0 -34.0 5.0 -4.0 -69.0 35.3 -34.3 6.0 -5.7 297.9 -5.8 10.2

96 516 220,000 0.3 84,615.4 6.79 61.0 11.0 -62.0 11.0 -12.0 -123.0 62.1 -63.1 10.4 -10.7 297.9 -10.4 18.3

97 516 220,000 0.3 84,615.4 8.97 75.0 12.0 -79.0 12.0 -16.0 -154.0 76.3 -80.3 12.6 -13.9 297.9 -13.0 22.9

98 516 220,000 0.3 84,615.4 8.69 75.0 11.0 -82.0 11.0 -18.0 -157.0 76.3 -83.3 12.4 -14.6 297.9 -13.3 23.4

99 516 220,000 0.3 84,615.4 9.57 82.0 13.0 -93.0 13.0 -24.0 -175.0 83.9 -94.9 13.4 -16.9 297.9 -14.8 26.3

100 516 220,000 0.3 84,615.4 10.41 90.0 14.0 -103.0 14.0 -27.0 -193.0 92.2 -105.2 14.7 -18.7 297.9 -16.3 29.0

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179

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson Mod Geser

(Gs) Beban

Aktuator Regangan Eksisting

Rosette 1 (μ) Regangan Transformasi

Rosette 1 (μ) Reg Utama

Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 101 516 220,000 0.3 84,615.4 11.10 96.0 15.0 -112.0 15.0 -31.0 -208.0 98.5 -114.5 15.5 -20.5 297.9 -17.6 31.3

102 516 220,000 0.3 84,615.4 11.94 104.0 18.0 -121.0 18.0 -35.0 -225.0 107.1 -124.1 16.9 -22.2 297.9 -19.0 34.0

103 516 220,000 0.3 84,615.4 12.67 110.0 19.0 -130.0 19.0 -39.0 -240.0 113.5 -133.5 17.7 -24.0 297.9 -20.3 36.3

104 516 220,000 0.3 84,615.4 13.54 117.0 21.0 -140.0 21.0 -44.0 -257.0 121.0 -144.0 18.8 -26.0 297.9 -21.7 39.0

105 516 220,000 0.3 84,615.4 14.63 127.0 24.0 -153.0 24.0 -50.0 -280.0 131.8 -157.8 20.4 -28.6 297.9 -23.7 42.6

106 516 220,000 0.3 84,615.4 16.81 148.0 30.0 -175.0 30.0 -57.0 -323.0 153.8 -180.8 24.1 -32.5 297.9 -27.3 49.2

107 516 220,000 0.3 84,615.4 18.31 161.0 34.0 -194.0 34.0 -67.0 -355.0 168.0 -201.0 26.0 -36.4 297.9 -30.0 54.3

108 516 220,000 0.3 84,615.4 19.82 173.0 38.0 -210.0 38.0 -75.0 -383.0 181.2 -218.2 28.0 -39.6 297.9 -32.4 58.8

109 516 220,000 0.3 84,615.4 21.26 186.0 41.0 -227.0 41.0 -82.0 -413.0 195.0 -236.0 30.0 -42.9 297.9 -34.9 63.5

110 516 220,000 0.3 84,615.4 22.83 200.0 46.0 -247.0 46.0 -93.0 -447.0 210.6 -257.6 32.2 -47.0 297.9 -37.8 69.0

111 516 220,000 0.3 84,615.4 24.65 219.0 52.0 -270.0 52.0 -103.0 -489.0 231.0 -282.0 35.4 -51.4 297.9 -41.4 75.6

112 516 220,000 0.3 84,615.4 26.97 239.0 58.0 -297.0 58.0 -116.0 -536.0 252.8 -310.8 38.6 -56.8 297.9 -45.4 83.1

113 516 220,000 0.3 84,615.4 29.28 261.0 66.0 -325.0 66.0 -130.0 -586.0 277.0 -341.0 42.2 -62.3 297.9 -49.6 91.1

114 516 220,000 0.3 84,615.4 31.55 280.0 71.0 -351.0 71.0 -142.0 -631.0 297.5 -368.5 45.2 -67.5 297.9 -53.4 98.2

115 516 220,000 0.3 84,615.4 33.66 300.0 79.0 -380.0 79.0 -159.0 -680.0 320.2 -400.2 48.4 -73.5 297.9 -57.5 106.3

116 516 220,000 0.3 84,615.4 35.87 320.0 86.0 -407.0 86.0 -173.0 -727.0 342.4 -429.4 51.6 -79.0 297.9 -61.5 113.9

117 516 220,000 0.3 84,615.4 37.99 338.0 93.0 -436.0 93.0 -191.0 -774.0 363.2 -461.2 54.4 -85.2 297.9 -65.5 121.8

118 516 220,000 0.3 84,615.4 40.18 358.0 98.0 -464.0 98.0 -204.0 -822.0 384.9 -490.9 57.4 -90.8 297.9 -69.6 129.4

119 516 220,000 0.3 84,615.4 42.48 380.0 106.0 -494.0 106.0 -220.0 -874.0 409.4 -523.4 61.0 -96.8 297.9 -74.0 137.9

120 516 220,000 0.3 84,615.4 44.87 401.0 113.0 -525.0 113.0 -237.0 -926.0 433.0 -557.0 64.3 -103.2 297.9 -78.4 146.4

121 516 220,000 0.3 84,615.4 47.15 421.0 120.0 -558.0 120.0 -257.0 -979.0 456.0 -593.0 67.2 -110.3 297.9 -82.8 155.3

122 516 220,000 0.3 84,615.4 49.50 442.0 128.0 -590.0 128.0 -276.0 -1,032.0 480.1 -628.1 70.5 -117.0 297.9 -87.3 164.1

123 516 220,000 0.3 84,615.4 51.65 461.0 135.0 -620.0 135.0 -294.0 -1,081.0 502.0 -661.0 73.4 -123.4 297.9 -91.5 172.3

124 516 220,000 0.3 84,615.4 53.97 480.0 143.0 -653.0 143.0 -316.0 -1,133.0 524.7 -697.7 76.3 -130.6 297.9 -95.9 181.2

125 516 220,000 0.3 84,615.4 56.20 501.0 149.0 -685.0 149.0 -333.0 -1,186.0 548.1 -732.1 79.4 -137.2 297.9 -100.4 189.8

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180

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson Mod Geser

(Gs) Beban

Aktuator Regangan Eksisting

Rosette 1 (μ) Regangan Transformasi

Rosette 1 (μ) Reg Utama

Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 (MPa) (MPa) (v) (MPa) (kN) 126 516 220,000 0.3 84,615.4 58.33 520.0 156.0 -717.0 156.0 -353.0 -1,237.0 570.3 -767.3 82.2 -144.1 297.9 -104.7 198.5

127 516 220,000 0.3 84,615.4 60.46 537.0 162.0 -751.0 162.0 -376.0 -1,288.0 590.9 -804.9 84.5 -151.7 297.9 -109.0 207.3

128 516 220,000 0.3 84,615.4 62.61 557.0 169.0 -783.0 169.0 -395.0 -1,340.0 613.9 -839.9 87.5 -158.5 297.9 -113.4 216.0

129 516 220,000 0.3 84,615.4 64.73 573.0 176.0 -816.0 176.0 -419.0 -1,389.0 634.0 -877.0 89.7 -166.0 297.9 -117.5 224.7

130 516 220,000 0.3 84,615.4 66.81 591.0 182.0 -850.0 182.0 -441.0 -1,441.0 655.5 -914.5 92.1 -173.5 297.9 -121.9 233.7

131 516 220,000 0.3 84,615.4 68.82 608.0 188.0 -882.0 188.0 -462.0 -1,490.0 675.8 -949.8 94.5 -180.6 297.9 -126.1 242.1

132 516 220,000 0.3 84,615.4 70.87 625.0 195.0 -916.0 195.0 -486.0 -1,541.0 696.9 -987.9 96.8 -188.3 297.9 -130.4 251.1

133 516 220,000 0.3 84,615.4 72.89 643.0 201.0 -951.0 201.0 -509.0 -1,594.0 718.5 -1,026.5 99.3 -196.1 297.9 -134.9 260.3

134 516 220,000 0.3 84,615.4 74.91 659.0 210.0 -987.0 210.0 -538.0 -1,646.0 740.0 -1,068.0 101.4 -204.5 297.9 -139.3 269.9

135 516 220,000 0.3 84,615.4 76.87 677.0 215.0 -1,020.0 215.0 -558.0 -1,697.0 760.9 -1,103.9 103.9 -211.7 297.9 -143.6 278.6

136 516 220,000 0.3 84,615.4 78.80 693.0 222.0 -1,056.0 222.0 -585.0 -1,749.0 781.6 -1,144.6 105.9 -220.0 297.9 -148.0 288.0

137 516 220,000 0.3 84,615.4 80.68 709.0 228.0 -1,091.0 228.0 -610.0 -1,800.0 801.8 -1,183.8 108.0 -228.0 297.9 -152.3 297.1

138 516 220,000 0.3 84,615.4 82.63 725.0 235.0 -1,128.0 235.0 -638.0 -1,853.0 822.7 -1,225.7 110.0 -236.7 297.9 -156.8 306.8

139 516 220,000 0.3 84,615.4 84.49 740.0 242.0 -1,178.0 242.0 -680.0 -1,918.0 845.0 -1,283.0 111.2 -248.9 297.9 -162.3 319.4

140 516 220,000 0.3 84,615.4 86.29 754.0 247.0 -1,198.0 247.0 -691.0 -1,952.0 860.8 -1,304.8 113.5 -253.0 297.9 -165.2 325.0

141 516 220,000 0.3 84,615.4 88.17 769.0 253.0 -1,236.0 253.0 -720.0 -2,005.0 880.8 -1,347.8 115.2 -262.0 297.9 -169.7 334.8

142 516 220,000 0.3 84,615.4 90.13 786.0 259.0 -1,276.0 259.0 -749.0 -2,062.0 902.6 -1,392.6 117.2 -271.2 297.9 -174.5 345.1

143 516 220,000 0.3 84,615.4 92.01 801.0 266.0 -1,316.0 266.0 -781.0 -2,117.0 923.4 -1,438.4 118.9 -280.8 297.9 -179.1 355.5

144 516 220,000 0.3 84,615.4 93.87 816.0 274.0 -1,358.0 274.0 -816.0 -2,174.0 945.0 -1,487.0 120.6 -291.0 297.9 -184.0 366.5

145 516 220,000 0.3 84,615.4 95.74 832.0 280.0 -1,399.0 280.0 -847.0 -2,231.0 966.2 -1,533.2 122.4 -300.6 297.9 -188.8 377.0

146 516 220,000 0.3 84,615.4 97.65 847.0 286.0 -1,441.0 286.0 -880.0 -2,288.0 987.0 -1,581.0 123.9 -310.6 297.9 -193.6 387.8

147 516 220,000 0.3 84,615.4 99.51 861.0 292.0 -1,485.0 292.0 -916.0 -2,346.0 1,007.4 -1,631.4 125.2 -321.3 297.9 -198.5 399.0

148 516 220,000 0.3 84,615.4 101.33 876.0 300.0 -1,528.0 300.0 -952.0 -2,404.0 1,029.2 -1,681.2 126.9 -331.8 297.9 -203.4 410.2

149 516 220,000 0.3 84,615.4 103.17 891.0 305.0 -1,573.0 305.0 -987.0 -2,464.0 1,050.1 -1,732.1 128.2 -342.6 297.9 -208.5 421.6

150 516 220,000 0.3 84,615.4 104.99 906.0 312.0 -1,620.0 312.0 -1,026.0 -2,526.0 1,072.2 -1,786.2 129.7 -354.1 297.9 -213.7 433.7

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181

SPESIMEN 2

No

Teg leleh web fyw

Mod Elastisitas Poisson Mod Geser

(Gs) Beban

Aktuator Regangan Eksisting

Rosette 1 (μ) Regangan Transformasi

Rosette 1 (μ) Reg Utama

Rosette 1 (μ)

Teg Utama Rosette 1

(Mpa)

Teg Geser Leleh

Von Misses

Teg Geser 1

(τw)

Teg Von

Misses 1 (fvm)

(MPa) (MPa) (v) (MPa) (kN) εr1 εr2 εr3 εxx εyy γxy εu1 εu2 σu1 σu2 (Mpa) (Mpa) (Mpa) 151 516 220,000 0.3 84,615.4 106.83 921.0 318.0 -1,666.0 318.0 -1,063.0 -2,587.0 1,093.8 -1,838.8 131.1 -365.2 297.9 -218.9 445.4

152 516 220,000 0.3 84,615.4 108.65 934.0 327.0 -1,715.0 327.0 -1,108.0 -2,649.0 1,115.9 -1,896.9 132.2 -377.7 297.9 -224.1 458.3

153 516 220,000 0.3 84,615.4 110.49 950.0 333.0 -1,766.0 333.0 -1,149.0 -2,716.0 1,139.0 -1,955.0 133.6 -390.0 297.9 -229.8 471.2

154 516 220,000 0.3 84,615.4 112.33 964.0 340.0 -1,816.0 340.0 -1,192.0 -2,780.0 1,161.1 -2,013.1 134.7 -402.5 297.9 -235.2 484.1

155 516 220,000 0.3 84,615.4 114.20 978.0 346.0 -1,869.0 346.0 -1,237.0 -2,847.0 1,183.2 -2,074.2 135.6 -415.6 297.9 -240.9 497.5

156 516 220,000 0.3 84,615.4 115.89 993.0 355.0 -1,919.0 355.0 -1,281.0 -2,912.0 1,207.0 -2,133.0 137.1 -428.1 297.9 -246.4 510.7 157 516 220,000 0.3 84,615.4 117.87 1,008.0 361.0 -1,975.0 361.0 -1,328.0 -2,983.0 1,230.5 -2,197.5 138.1 -442.0 297.9 -252.4 524.9 158 516 220,000 0.3 84,615.4 119.70 1,023.0 369.0 -2,032.0 369.0 -1,378.0 -3,055.0 1,255.1 -2,264.1 139.2 -456.3 297.9 -258.5 539.6

159 516 220,000 0.3 84,615.4 123.45 1,052.0 384.0 -2,151.0 384.0 -1,483.0 -3,203.0 1,304.2 -2,403.2 141.0 -486.4 297.9 -271.0 570.1

160 516 220,000 0.3 84,615.4 125.30 1,066.0 393.0 -2,211.0 393.0 -1,538.0 -3,277.0 1,329.3 -2,474.3 141.9 -501.8 297.9 -277.3 585.8

161 516 220,000 0.3 84,615.4 127.22 1,082.0 400.0 -2,275.0 400.0 -1,593.0 -3,357.0 1,355.5 -2,548.5 142.9 -517.8 297.9 -284.1 602.1

162 516 220,000 0.3 84,615.4 129.10 1,096.0 410.0 -2,340.0 410.0 -1,654.0 -3,436.0 1,382.1 -2,626.1 143.7 -534.6 297.9 -290.7 619.1

163 516 220,000 0.3 84,615.4 130.83 1,111.0 418.0 -2,404.0 418.0 -1,711.0 -3,515.0 1,408.2 -2,701.2 144.5 -550.9 297.9 -297.4 635.6

164 516 220,000 0.3 84,615.4 132.79 1,126.0 427.0 -2,474.0 427.0 -1,775.0 -3,600.0 1,436.0 -2,784.0 145.3 -568.9 297.9 -304.6 653.8

165 516 220,000 0.3 84,615.4 134.71 1,141.0 435.0 -2,547.0 435.0 -1,841.0 -3,688.0 1,463.9 -2,869.9 145.8 -587.6 297.9 -312.1 672.5

166 516 220,000 0.3 84,615.4 136.54 1,156.0 444.0 -2,622.0 444.0 -1,910.0 -3,778.0 1,492.7 -2,958.7 146.3 -607.0 297.9 -319.7 691.9

167 516 220,000 0.3 84,615.4 138.33 1,172.0 455.0 -2,699.0 455.0 -1,982.0 -3,871.0 1,523.6 -3,050.6 147.1 -627.0 297.9 -327.5 712.0

168 516 220,000 0.3 84,615.4 142.00 1,203.0 470.0 -2,886.0 470.0 -2,153.0 -4,089.0 1,587.5 -3,270.5 146.6 -675.5 297.9 -346.0 759.5

169 516 220,000 0.3 84,615.4 143.71 1,222.0 476.0 -3,041.0 476.0 -2,295.0 -4,263.0 1,632.7 -3,451.7 144.4 -716.1 297.9 -360.7 798.1

170 516 220,000 0.3 84,615.4 145.29 1,229.0 497.0 -3,317.0 497.0 -2,585.0 -4,546.0 1,702.1 -3,790.1 136.6 -792.8 297.9 -384.7 869.2

171 516 220,000 0.3 84,615.4 146.98 1,232.0 516.0 -3,694.0 516.0 -2,978.0 -4,926.0 1,788.7 -4,250.7 124.1 -897.9 297.9 -416.8 966.0

172 516 220,000 0.3 84,615.4 148.62 1,220.0 521.0 -4,035.0 521.0 -3,336.0 -5,255.0 1,851.8 -4,666.8 109.2 -993.9 297.9 -444.7 1,052.8

173 516 220,000 0.3 84,615.4 150.06 1,217.0 530.0 -4,310.0 530.0 -3,623.0 -5,527.0 1,910.2 -5,003.2 98.9 -1,071.0 297.9 -467.7 1,123.8

174 516 220,000 0.3 84,615.4 151.43 1,213.0 528.0 -4,633.0 528.0 -3,948.0 -5,846.0 1,971.4 -5,391.4 85.6 -1,160.4 297.9 -494.7 1,205.5

175 516 220,000 0.3 84,615.4 152.72 1,208.0 515.0 -5,058.0 515.0 -4,365.0 -6,266.0 2,046.1 -5,896.1 67.0 -1,277.0 297.9 -530.2 1,311.8