Appendix SKRIPSI

xii

LAMPIRAN ATABEL-TABEL HASIL OUTPUT PERHITUNGAN

ANALISA STRUKTUR MENGGUNAKAN PERANGKAT LUNAK

Tabel A-1. Hasil Output Program Momen Balok

Tabel A-2. Hasil Output Program Momen Kolom

Tabel A-3. Hasil Output Program Gaya Aksial Balok

Tabel A-4. Hasil Output Program Gaya Aksial Kolom

Universitas Sumatera Utara

xiii

Tabel A-1.

Hasil Output Program Momen Balok

Frame

Elem

en

Joint

Momen (KNm)

1.4D+NL1Left 1.4D+NL1Right 1.2D+1.6L+NL2Left 1.2D+1.6L+NL2Right

1

BALO

K1 -54.939 -56.1059 -91.1024 -93.0547

Mid 42.6164 42.5612 68.7781 68.68922 -48.8701 -47.813 -77.4549 -75.6786

22 -22.7391 -23.4409 -34.3442 -35.5061

Mid 15.0928 15.1901 24.6861 24.84783 -31.0768 -30.1805 -52.2882 -50.8034

34 -98.9629 -101.7711 -174.2919 -179.1154

Mid 62.4851 62.3642 110.9537 110.74655 -91.0622 -88.4954 -161.7911 -157.3802

45 -40.1825 -42.2931 -72.4539 -76.0732

Mid 23.3553 23.5011 41.3143 41.56466 -53.1068 -50.7046 -92.9175 -88.7976

57 -99.6829 -104.7699 -176.3265 -185.2573

Mid 60.0203 59.8424 106.2683 105.95578 -95.285 -90.5532 -169.1635 -160.8552

68 -39.0708 -43.2714 -69.6471 -77.0253

Mid 23.3434 23.5459 41.3414 41.69699 -54.2424 -49.6369 -95.67 -87.5811

710 -92.9713 -99.9812 -164.4205 -176.8447

Mid 60.9558 60.6381 107.9906 107.426411 -100.0922 -93.7185 -177.5204 -166.2273

811 -44.962 -50.8024 -79.9605 -90.3119

Mid 22.9602 23.306 40.6531 41.26712 -49.1179 -42.5856 -86.7345 -75.1543


xiv

Tabel A-1.

Hasil Output Program Momen Balok (lanjutan)

Frame

Elem

en

Joint

Momen (KNm)

Maksimum Value1.2D+1.6L+0.8W

+NL30.9D+1.3W+NL4 1.2D + 1.0L +

1.0E + NL5

1

BALO

K

1 -89.4389 -32.6393 -48.4495 -93.0547Mid 68.8709 27.5426 58.0435 68.8709

2 -78.9369 -33.7955 -87.5957 -87.5957

22 -33.3017 -12.936 -12.2461 -35.5061

Mid 24.542 9.4711 18.0283 24.84783 -53.6185 -22.1221 -63.6957 -63.6957

34 -170.7341 -57.9262 -81.6342 -179.1154

Mid 111.1104 40.4181 92.0639 111.11045 -165.039 -63.7376 -184.2954 -184.2954

45 -69.7614 -21.5193 -13.3295 -76.0732

Mid 41.128 14.7167 30.2173 41.56466 -95.9826 -39.0473 -126.2332 -126.2332

57 -170.5099 -54.8408 -46.5084 -185.2573

Mid 106.4722 38.9071 89.2183 106.47228 -174.5757 -69.8507 -225.1241 -225.1241

68 -64.851 -17.4997 22.5275 -77.0253

Mid 41.1083 14.6364 29.4624 41.69699 -100.9323 -43.2274 -163.5996 -163.5996

710 -156.6942 -47.5667 -13.8413 -176.8447

Mid 108.3414 39.7361 92.4081 108.341411 -184.5453 -75.4512 -251.2844 -251.2844

811 -73.5467 -18.7618 34.1967 -90.3119

Mid 40.2767 14.1673 27.0617 41.26712 -93.9016 -42.9039 -180.0739 -180.0739


xv

Tabel A-2.

Hasil Output Program Momen Kolom

Frame

Elem

en

JointMomen (KNm)

1.4D+NL1Left 1.4D+NL1Right 1.2D+1.6L+NL2Left

1.2D+1.6L+NL2Right

9KO

LOM

4 -52.3105 -52.5391 -90.9962 -91.3054Mid 1.3168 1.7869 0.0532 0.8774

1 54.939 56.1059 91.1024 93.0547

105 25.3938 24.3758 43.803 42.1523

Mid -0.3697 0.0018 0.3479 0.99482 -26.1309 -24.3721 -43.1107 -40.1725

116 27.1447 27.1346 46.9055 46.975

Mid -1.9687 -1.525 -2.6973 -1.91843 -31.0768 -30.1805 -52.2882 -50.8034

127 -42.6782 -43.9968 -75.6467 -77.8904

Mid 1.9975 2.6313 3.8588 5.00464 46.6524 49.232 83.2956 87.8099

138 22.0919 19.521 39.215 34.7861

Mid -1.7112 -1.1624 -3.2049 -2.21585 -25.4858 -21.8265 -45.5341 -39.1548

149 22.5217 21.3904 39.7392 37.8234

Mid -1.7264 -1.0936 -3.1558 -2.01186 -25.9621 -23.57 -46.012 -41.8226

1510 -61.6378 -63.5508 -109.085 -112.4128

Mid -2.3286 -1.3962 -4.2407 -2.5467 57.0047 60.773 100.6798 107.3669

1611 34.0641 28.8747 60.3316 51.2007

Mid -0.0293 0.5616 0.0153 1.09428 -34.1223 -27.7608 -60.3014 -49.0439

1712 29.806 28.202 52.6316 49.8476

Mid -0.9608 -0.0223 -1.66 0.04529 -31.7207 -28.2465 -55.9308 -49.7578

1813 -11.9066 -21.4205 -21.1332 -37.9968

Mid 9.8709 7.6283 17.5893 13.600110 31.3335 36.4305 55.3355 64.4319

1914 13.3277 2.9345 23.7129 5.3135

Mid -3.9719 -5.7014 -7.0753 -10.157711 -21.066 -14.0414 -37.2284 -24.7147

2015 12.6938 3.2485 22.5181 5.7594

Mid -3.3459 -5.628 -5.9059 -9.9612 -19.3119 -14.3836 -34.103 -25.3067


xvi

Tabel A-2.

Hasil Output Program Momen Kolom (lanjutan)

Frame

Elem

en

JointMomen (KNm)

Maksimum Value1.2D+1.6L+0.8W+NL3

0.9D+1.3W+NL4

1.2D + 1.0L+ 1.0E + NL5

9KO

LOM

4 -90.4024 -32.6542 -66.3302 -91.3054Mid -0.4833 -0.0075 -8.9615 -8.9615

1 89.4389 32.6393 48.4495 93.0547

105 45.4506 18.9835 60.5795 60.5795

Mid -0.0928 -0.9399 -7.4152 -7.41522 -45.6352 -20.8595 -75.3495 -75.3495

116 47.2313 17.9933 41.5178 47.2313

Mid -3.2007 -2.0663 -11.1123 -11.11233 -53.6185 -22.1221 -63.6957 -63.6957

127 -73.9174 -24.6594 -29.4018 -77.8904

Mid 3.2358 0.3073 -7.0943 -7.09434 80.3317 25.272 15.304 87.8099

138 42.4178 19.3268 87.8574 87.8574

Mid -3.7577 -1.9645 -11.3935 -11.39355 -49.827 -23.2348 -110.3863 -110.3863

149 41.2437 16.8991 59.8603 59.8603

Mid -3.7772 -2.0825 -12.5026 -12.50266 -48.7513 -21.0541 -84.7154 -84.7154

1510 -106.8399 -36.03 -46.0232 -112.4128

Mid -5.1697 -2.9338 -14.5483 -14.54837 96.5926 30.1814 17.1067 107.3669

1611 66.2142 31.2257 146.5222 146.5222

Mid -0.5543 -0.904 -6.7119 -6.71198 -67.3069 -33.0241 -159.794 -159.794

1712 54.567 22.252 78.8134 78.8134

Mid -2.577 -2.0431 -12.5436 -12.54369 -59.6886 -26.3283 -103.7391 -103.7391

1813 -10.8147 8.7234 134.6513 134.6513

Mid 20.0719 10.2311 52.2009 52.200910 49.8542 11.5367 -32.1819 64.4319

1914 34.9352 26.3761 184.9566 184.9566

Mid -5.1556 0.4639 23.8364 23.836411 -44.7844 -25.4637 -138.9589 -138.9589

2015 32.6873 24.2517 167.7346 167.7346

Mid -3.3899 1.8138 33.9446 33.944612 -39.3346 -20.6519 -101.2609 -101.2609


xvii

Tabel A-3.

Hasil Output Program Gaya Aksial Balok

Frame

Elem

en

Joint

Gaya Aksial (KN)


1.2D+1.6L+NL2Right

1BA

LOK

1 -27.442 -27.158 -46.543 -46.08Mid ~ ~ ~ ~

2 -27.442 -27.158 -46.543 -46.08

22 -14.557 -14.963 -24.804 -25.476

Mid ~ ~ ~ ~3 -14.557 -14.963 -24.804 -25.476

34 3.43 3.867 3.928 4.704

Mid ~ ~ ~ ~5 3.43 3.867 3.928 4.704

45 2.438 2.033 3.37 2.656

Mid ~ ~ ~ ~6 2.438 2.033 3.37 2.656

57 -8.395 -7.771 -14.618 -13.51

Mid ~ ~ ~ ~8 -8.395 -7.771 -14.618 -13.51

68 -3.257 -3.932 -5.69 -6.879

Mid ~ ~ ~ ~9 -3.257 -3.932 -5.69 -6.879

710 21.4 21.452 37.824 37.914

Mid ~ ~ ~ ~11 21.4 21.452 37.824 37.914

811 10.061 10.125 17.745 17.869

Mid ~ ~ ~ ~12 10.061 10.125 17.745 17.869


xviii

Tabel A-3.

Hasil Output Program Gaya Aksial Balok (lanjutan)

Frame

Elem

en

Joint

Gaya Aksial (KN)

Maksimum Value1.2D+1.6L+0.8W+NL3

0.9D+1.3W+NL4

1.2D+1.0L+1.0E+NL5

1BA

LOK

1 -47.985 -19.982 -60.092 -60.092Mid ~ ~ ~ ~

2 -47.985 -19.982 -60.092 -60.092

22 -25.214 -10.027 -26.238 -26.238

Mid ~ ~ ~ ~3 -25.214 -10.027 -26.238 -26.238

34 2.51 -0.1 -24.529 -24.529

Mid ~ ~ ~ ~5 2.51 -0.1 -24.529 -24.529

45 2.742 0.553 -9.531 -9.531

Mid ~ ~ ~ ~6 2.742 0.553 -9.531 -9.531

57 -16.244 -8.022 -35.36 -35.36

Mid ~ ~ ~ ~8 -16.244 -8.022 -35.36 -35.36

68 -6.027 -2.639 -9.061 -9.061

Mid ~ ~ ~ ~9 -6.027 -2.639 -9.061 -9.061

710 36.844 12.141 24.28 37.914

Mid ~ ~ ~ ~11 36.844 12.141 24.28 37.914

811 16.623 4.68 1.155 17.869

Mid ~ ~ ~ ~12 16.623 4.68 1.155 17.869


xix

Tabel A-4.

Hasil Output Program Gaya Aksial Kolom

Frame

Elem

en

JointGaya Aksial (KN)


1.2D+1.6L+NL2Right

9KO

LOM

4 -64.006 -64.377 -104.258 -104.88Mid ~ ~ ~ ~

1 -64.006 -64.377 -104.258 -104.88

105 -101.917 -101.946 -163.276 -163.317

Mid ~ ~ ~ ~2 -101.917 -101.946 -163.276 -163.317

116 -44.078 -43.678 -72.466 -71.803

Mid ~ ~ ~ ~3 -44.078 -43.678 -72.466 -71.803

127 -170.323 -171.59 -292.343 -294.504

Mid ~ ~ ~ ~4 -170.323 -171.59 -292.343 -294.504

138 -272.367 -272.629 -466.073 -466.51

Mid ~ ~ ~ ~5 -272.367 -272.629 -466.073 -466.51

149 -117.31 -115.781 -201.584 -198.986

Mid ~ ~ ~ ~6 -117.31 -115.781 -201.584 -198.986

1510 -276.055 -278.958 -479.532 -484.567

Mid ~ ~ ~ ~7 -276.055 -278.958 -479.532 -484.567

1611 -442.844 -443.67 -768.381 -769.812

Mid ~ ~ ~ ~8 -442.844 -443.67 -768.381 -769.812

1712 -191.101 -187.371 -332.087 -325.621

Mid ~ ~ ~ ~9 -191.101 -187.371 -332.087 -325.621

1813 -379.87 -385.004 -663.356 -672.344

Mid ~ ~ ~ ~10 -379.87 -385.004 -663.356 -672.344

1914 -617.987 -619.676 -1078.856 -1081.817

Mid ~ ~ ~ ~11 -617.987 -619.676 -1078.856 -1081.817

2015 -262.143 -255.32 -457.787 -445.839

Mid ~ ~ ~ ~12 -262.143 -255.32 -457.787 -445.839


xx

Tabel A-4.

Hasil Output Program Gaya Aksial Kolom (lanjutan)

Frame

Elem

en

JointGaya Aksial (KN)

Maksimum Value1.2D+1.6L+0.8

W+NL30.9D+1.3W+NL4 1.2D+1.0L+1.0E

+NL5

9KO

LOM

4 -103.733 -40.305 -77.455 -104.88Mid ~ ~ ~ ~

1 -103.733 -40.305 -77.455 -104.88

105 -163.208 -65.402 -133.695 -163.317

Mid ~ ~ ~ ~2 -163.208 -65.402 -133.695 -163.317

116 -73.059 -29.294 -68.85 -73.059

Mid ~ ~ ~ ~3 -73.059 -29.294 -68.85 -73.059

127 -290.683 -106.836 -210.337 -294.504

Mid ~ ~ ~ ~4 -290.683 -106.836 -210.337 -294.504

138 -465.701 -174.488 -372.592 -466.51

Mid ~ ~ ~ ~5 -465.701 -174.488 -372.592 -466.51

149 -203.616 -78.676 -197.071 -203.616

Mid ~ ~ ~ ~6 -203.616 -78.676 -197.071 -203.616

1510 -476.001 -171.833 -330.558 -484.567

Mid ~ ~ ~ ~7 -476.001 -171.833 -330.558 -484.567

1611 -767.366 -283.059 -605.842 -769.812

Mid ~ ~ ~ ~8 -767.366 -283.059 -605.842 -769.812

1712 -336.633 -130.107 -343.6 -343.6

Mid ~ ~ ~ ~9 -336.633 -130.107 -343.6 -343.6

1813 -657.366 -234.687 -440.989 -672.344

Mid ~ ~ ~ ~10 -657.366 -234.687 -440.989 -672.344

1914 -1076.905 -394.17 -841.843 -1081.817

Mid ~ ~ ~ ~11 -1076.905 -394.17 -841.843 -1081.817

2015 -465.729 -181.143 -497.168 -497.168

Mid ~ ~ ~ ~12 -465.729 -181.143 -497.168 -497.168


xxi

LAMPIRAN BTABEL-TABEL HASIL PERHITUNGAN ANALISA

STRUKTUR SECARA MANUAL

Tabel B-1. Gaya Aksial Maksimum Perhitungan Manual untuk Mnt

Tabel B-2. Gaya Geser Maksimum Perhitungan Manual untuk Mnt

Tabel B-3. Momen Maksimum Perhitungan Manual untuk Mnt

Tabel B-4. Gaya Aksial Maksimum Perhitungan Manual untuk Mlt

Tabel B-5. Gaya Geser Maksimum Perhitungan Manual untuk Mlt

Tabel B-6. Momen Maksimum Perhitungan Manual untuk Mlt

Keterangan :

- Pada bagian Station, angka 0 menunjukkan awal balok maupun kolom,

sedangkan angka 4 dan 6 menunjukkan akhir balok maupun kolom berupa

panjang balok maupun kolom itu sendiri.

- RIGHT berarti arah gaya ke kanan.

- LEFT berarti arah gaya ke kiri.

- UP berarti arah gaya ke atas.

- DOWN berarti arah gaya ke bawah.

- CLOCKWISE berarti arah gaya searah jarum jam

- COUNTERCLOCKWISE berarti gaya berlawanan arah jarum jam


xxii

Tabel B-1.

Gaya Aksial Maksimum Perhitungan Manual untuk Mnt

Batang Station Aksial Maksimum (KN) Keterangan1 0 67.93039067 RIGHT

6 -67.93039067 LEFT2 0 47.526405 RIGHT

4 -47.526405 LEFT3 0 35.31601056 RIGHT

6 -35.31601056 LEFT4 0 38.50874375 RIGHT

4 -38.50874375 LEFT5 0 39.99413844 RIGHT

6 -39.99413844 LEFT6 0 31.71327566 RIGHT

4 -31.71327566 LEFT7 0 -37.28503166 LEFT

6 37.28503166 RIGHT8 0 12.96450042 RIGHT

4 -12.96450042 LEFT9 0 104.0448769 UP

4 -104.0448769 DOWN10 0 160.7183078 UP

4 -160.7183078 DOWN11 0 75.247231 UP

4 -75.247231 DOWN12 0 292.320915 UP

4 -292.320915 DOWN13 0 460.7443191 UP

4 -460.7443191 DOWN14 0 206.9519424 UP

4 -206.9519424 DOWN15 0 480.7052288 UP

4 -480.7052288 DOWN16 0 760.4303635 UP

4 -760.4303635 DOWN17 0 338.8785268 UP

4 -338.8785268 DOWN18 0 666.3720492 UP

6 -666.3720492 DOWN19 0 1069.998232 UP

6 -1069.998232 DOWN20 0 463.6591388 UP

6 -463.6591388 DOWN


xxiii

Tabel B-2.

Gaya Geser Maksimum Perhitungan Manual untuk Mnt

Batang Station Geser Maksimum (KN) Keterangan1 0 104.0448769 UP

6 99.96553878 UP2 0 60.75552678 UP

4 75.247231 UP3 0 188.2760381 UP

6 183.7307228 UP4 0 116.2979774 UP

4 131.7047114 UP5 0 188.3873712 UP

6 183.6156862 UP6 0 116.073706 UP

4 131.9265844 UP7 0 185.6668204 UP

6 186.3484804 UP8 0 123.2243104 UP

4 124.780612 UP9 0 -45.54194923 RIGHT

4 45.54194923 LEFT10 0 25.31492904 LEFT

4 -25.31492904 RIGHT11 0 27.96246622 LEFT

4 -27.96246622 RIGHT12 0 -40.84076421 RIGHT

4 40.84076421 LEFT13 0 21.13006134 LEFT

4 -21.13006134 RIGHT14 0 21.1788845 LEFT

4 -21.1788845 RIGHT15 0 -54.32339991 RIGHT

4 54.32339991 LEFT16 0 31.32993994 LEFT

4 -31.32993994 RIGHT17 0 29.20298353 LEFT

4 -29.20298353 RIGHT18 0 -15.15512336 RIGHT

6 15.15512336 LEFT19 0 7.035357856 LEFT

6 -7.035357856 RIGHT20 0 6.529454395 LEFT

6 -6.529454395 RIGHT


xxiv

Tabel B-3.

Momen Maksimum Perhitungan Manual untuk Mnt

Batang Station Momen Maksimum(KNm) Keterangan1 0 91.80744685 COUNTERCLOCKWISE

6 -79.56197305 CLOCKWISE2 0 29.24336883 COUNTERCLOCKWISE







4 -84.64349214 CLOCKWISE9 0 -90.36035006 CLOCKWISE


4 50.32651195 COUNTERCLOCKWISE11 0 53.62547977 COUNTERCLOCKWISE

4 58.22438512 COUNTERCLOCKWISE12 0 -76.91696967 CLOCKWISE









6 26.11781758 COUNTERCLOCKWISE


xxv

Tabel B-4.

Gaya Aksial Maksimum Perhitungan Manual untuk Mlt

Batang Station Aksial Maksimum (KN) Keterangan1 0 18.31257679 RIGHT

6 -18.31257679 LEFT2 0 4.63908274 RIGHT

4 -4.63908274 LEFT3 0 30.63864954 RIGHT

6 -30.63864954 LEFT4 0 13.55994003 RIGHT

4 -13.55994003 LEFT5 0 22.20883264 RIGHT

6 -22.20883264 LEFT6 0 3.399503779 RIGHT

4 -3.399503779 LEFT7 0 -9.809976845 LEFT

6 9.809976845 RIGHT8 0 14.80257039 RIGHT

4 -14.80257039 LEFT9 0 -6.935006564 DOWN

4 6.935006564 UP10 0 -0.768397031 DOWN

4 0.768397031 UP11 0 7.703403595 UP

4 -7.703403595 DOWN12 0 -23.95551565 DOWN

4 23.95551565 UP13 0 -5.810887662 DOWN

4 5.810887662 UP14 0 29.76640331 UP

4 -29.76640331 DOWN15 0 -52.44728129 DOWN

4 52.44728129 UP16 0 -16.81405221 DOWN

4 16.81405221 UP17 0 69.2613335 UP

4 -69.2613335 DOWN18 0 -88.32528872 DOWN

6 88.32528872 UP19 0 -32.33118459 DOWN

6 32.33118459 UP20 0 120.6564733 UP

6 -120.6564733 DOWN


xxvi

Tabel B-5.

Gaya Geser Maksimum Perhitungan Manual untuk Mlt

Batang Station Geser Maksimum (KN) Keterangan1 0 -6.935006564 DOWN

6 6.935006564 UP2 0 -7.703403595 DOWN

4 7.703403595 UP3 0 -17.02050908 DOWN

6 17.02050908 UP4 0 -22.06299972 DOWN

4 22.06299972 UP5 0 -28.49176564 DOWN

6 28.49176564 UP6 0 -39.49493019 DOWN

4 39.49493019 UP7 0 -35.87800742 DOWN

6 35.87800742 UP8 0 -51.39513981 DOWN

4 51.39513981 UP9 0 6.490319405 LEFT

4 -6.490319405 RIGHT10 0 13.67349405 LEFT

4 -13.67349405 RIGHT11 0 4.63908274 LEFT

4 -4.63908274 RIGHT12 0 19.98866004 LEFT

4 -19.98866004 RIGHT13 0 30.75220355 LEFT

4 -30.75220355 RIGHT14 0 18.19902277 LEFT

4 -18.19902277 RIGHT15 0 -22.97660832 RIGHT

4 22.97660832 LEFT16 0 49.56153241 LEFT

4 -49.56153241 RIGHT17 0 21.59852655 LEFT

4 -21.59852655 RIGHT18 0 37.03375087

-37.03375087LEFT

6 RIGHT19 0 44.56893887 LEFT

6 -44.56893887 RIGHT20 0 36.40109694 LEFT

6 -36.40109694 RIGHT


xxvii

Tabel B-6.

Momen Maksimum Perhitungan Manual untuk Mlt

Batang Station Momen Maksimum(KNm) Keterangan1 0 -21.57732995 CLOCKWISE




















6 75.50386703 COUNTERCLOCKWISE


Appendix SKRIPSI

Documents

Transcript of Appendix SKRIPSI