Report Struktur Gantry Feb 2017

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PERHITUNGAN STRUKTUR

KONSTRUKSI GANTRY

PT WIJAYA PURA

JAKARTA, INDONESIA

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1 .

Outline Bangunan

1. Nama Proyek

Struktur Gantry, PT. Wijaya Pura

2. Perencana Struktur

Ir. Mochammad Shokeh, MT

3. Lokasi Site :

Jakarta

4. Peruntukan

Struktur Gantry

5. Dimensi

Luas bangunan

: 2.75 x 1.65 m

2

( konstruksi baja )

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2 .

Kriteria Disain dan Spesifikasi

1 Standar Disain

-

ACI-318 – 2002

-

AISC LRFD 2003

-

Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung

( SNI 03-1729-2002 )

-

Tata Cara Perencanaan Struktur Beton untuk Bangunan Gedung

( SNI 03-2847-2002 )

2 Program Komputer

-

Software yang digunakan : StaadPro 2007

3 Spesifikasi Material

-

Beton

K225 -- Fc’ = 20. MPa

-

Baja Tulangan

Mutu Baja

Tegangan Leleh

Penggunaan

BJTD-40

Fy = 4000 kg/cm

2

_{Struktur utama}

-

Baja Profil

Mutu Baja

Tegangan Leleh

Penggunaan

SS-400

Fy = 2400 kg/cm

2

_{Struktur utama}

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ISOMETRIK BANGUNAN

PEMBEBANAN

BEBAN MATI

Berat sendiri struktur

Beban Angin 40 kg/m2 = 0.4 kN/m2

Kapasitas Crane = 15 kN = 1.5 Ton

ANALISIS STRUKTUR

Konstruksi Gantry dimodelkan sebagai portal 3 dimensi, dimana beban-beban yang

berasal dari beaban Crane. Sedangkan untuk membuat struktur mempunyai kekuatan

pada sumbu minor kolom, maka tiap kolom induk oleh ring beam disamping

kekakuan tambahan oleh bracing.

Profil yang digunakan :

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Balok

: Dobel UNP 120x55x6 di las

Bracing

: Siku L60x60x6

Kondisi Beban

DL : Beban Mati (Berat sendiri)

Beban Crane : Beban Crane arah vertikal

Beban Angin : Arah sumbu X

Beban Angin : Arah sumbu Z (tegak lurus sumbu X)

Kombinasi Beban

Komb 11 : 1.4 Beban Mati

Komb 12 : 1.2 Beban Mati + 1.6 Crane P

Komb 13 : 1.2 Beban Mati + 1.0 Crane P + 1.6 Beban Angin X

Komb 14 : 1.2 Beban Mati + 1.0 Crane P + 1.6 Beban Agin Z

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PENOMORAN BALOK / KOLOM

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Beban Crane 1.5 Ton

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HASIL-HASIL ANALISIS DAN DISAIN STRUKTUR

Lendutan vertikal pada balok penumpu gelagar crane.

Lendutan maksimum = 1.6 mm

Bentang

= 2.06 m = 2060 mm

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Defleksi Lateral Kolom

Lendutan maksimum = 17.8 mm

Bentang

= 18.07 m = 18070 mm

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TEGANGAN/KEKUATAN

Semua elemen (kolom, balok dan bracing) mempunyai tegangan/kekuatan yang lebih

kecil dari tegangan/kekuatan yang dijinkan/tersedia.( lihat tabel checking kekuatan)

RATIO KEKUATAN STRUKTUR

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INPUT DATA – STAADPRO dan STRESS RASIO

STAAD SPACE

START JOB INFORMATION ENGINEER DATE 05-Mar-13 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 3.05 0; 3 0 9.05 0; 4 0 15.05 0; 5 0 18.07 0; 6 0 0 1.65; 7 0 3.05 1.65; 8 0 9.05 1.65; 9 0 15.05 1.65; 10 0 18.07 1.65; 11 2.7 0 1.65; 12 2.7 3.05 1.65; 13 2.7 9.05 1.65; 14 2.7 15.05 1.65; 15 2.7 18.07 1.65; 16 2.7 0 0; 17 2.7 3.05 0; 18 2.7 9.05 0; 19 2.7 15.05 0; 20 2.7 18.07 0; 21 1.53 18.07 1.65; 22 1.53 18.07 0; 23 0 6.05 0.825; 24 2.7 6.05 0.825; 25 0 12.05 0.825; 26 2.7 12.05 0.825; 27 1.35 6.05 1.65; 28 1.35 6.05 0; 29 1.35 12.05 1.65; 30 1.35 12.05 0; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 11 12; 10 12 13; 11 13 14; 12 14 15; 13 10 21; 14 5 10; 15 8 29; 16 9 29; 17 7 27; 18 8 27; 19 4 25; 20 3 25; 21 3 23; 22 2 23; 23 16 17; 24 17 18; 25 18 19; 26 19 20; 27 20 15; 28 19 26; 29 18 26; 30 18 24; 31 17 24; 32 5 22; 33 3 30; 34 4 30; 35 2 28; 36 3 28; 37 21 15; 38 22 20; 39 22 21; 40 23 7; 41 23 8; 42 24 12; 43 24 13; 44 25 8; 45 25 9; 46 26 13; 47 26 14; 48 27 13; 49 27 12; 50 28 18; 51 28 17; 52 29 14; 53 29 13; 54 30 19; 55 30 18;

START USER TABLE TABLE 1

UNIT METER KN TUBE

TUB1

0.002856 0.125 0.125 0.006 6.75777e-006 6.75777e-006 1.0111e-005 0.0015 0.0015 END

DEFINE MATERIAL START ISOTROPIC SS400 E 2e+008 POISSON 0.3 DENSITY 78.5 ALPHA 1.17e-005 DAMP 0.03

END DEFINE MATERIAL

MEMBER PROPERTY JAPANESE

15 TO 22 28 TO 31 33 TO 36 40 TO 55 TABLE ST L60X60X5 MEMBER PROPERTY JAPANESE

1 TO 14 23 TO 27 32 37 TO 39 UPTABLE 1 TUB1 CONSTANTS BETA 90 MEMB 1 TO 8 23 TO 26 BETA 45 MEMB 28 TO 31 33 TO 36 42 43 46 47 50 51 54 55 BETA 225 MEMB 15 TO 22 40 41 44 45 48 49 52 53 MATERIAL SS400 ALL SUPPORTS 1 6 11 16 PINNED

LOAD 1 LOADTYPE Dead TITLE BEBAN MATI SELFWEIGHT Y -1

LOAD 2 LOADTYPE None TITLE CRANE P1 JOINT LOAD

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LOAD 3 LOADTYPE Wind TITLE BEBAN ANGIN X MEMBER LOAD

1 TO 8 14 19 TO 22 40 41 44 45 UNI GX 0.024 9 TO 12 23 TO 31 42 43 46 47 UNI GX 0.012

LOAD 4 LOADTYPE Wind TITLE BEBAN ANGIN Z MEMBER LOAD

1 TO 4 23 TO 26 32 TO 36 38 50 51 54 55 UNI GZ 0.024 5 TO 13 15 TO 18 37 48 49 52 53 UNI GZ 0.012

LOAD COMB 11 COMB11 1 1.4

LOAD COMB 12 COMB12 1 1.2 2 1.6

LOAD COMB 13 COMB13 1 1.2 2 1.0 3 1.6

LOAD COMB 14 COMB14 1 1.2 2 1.0 4 1.6 PERFORM ANALYSIS PARAMETER 1 CODE LRFD FYLD 245000 MEMB 1 TO 38 40 TO 55 MAIN 200 MEMB 1 TO 14 23 TO 27 32 37 38 MAIN 300 MEMB 15 TO 22 28 TO 31 33 TO 36 40 TO 55 TMAIN 300 MEMB 1 TO 38 40 TO 55 MAIN 1 MEMB 15 TO 22 28 TO 31 33 TO 36 40 TO 55 CHECK CODE ALL

FINISH

STAAD.Pro CODE CHECKING - (LRFD 3RD EDITION)

*********************** ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.102 14 1.06 C 0.17 2.67 3.05 2 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.102 14 5.06 C 0.03 2.58 0.00 3 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.049 14 8.03 C -0.20 -0.76 0.00 4 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.048 12 9.26 C 1.09 0.00 3.02 5 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.127 14 21.93 C 0.16 2.77 3.05

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PASS LRFD-H1-1B-C 0.131 14 16.48 C 0.23 2.60 0.00 7 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.049 14 9.75 C -0.20 -0.67 0.00 8 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.048 12 9.26 C 1.09 0.00 3.02 9 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.126 14 19.26 C -2.79 -0.19 3.05 10 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.121 14 13.65 C -2.61 -0.09 0.00 11 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.042 14 6.72 C 0.66 0.18 0.00 12 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.046 12 4.13 C -0.02 -1.15 3.02 13 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.116 12 0.35 C 0.00 -3.24 1.53 14 ST TUB1 (UPT) PASS LRFD-H1-1B-T 0.011 14 0.01 T 0.10 0.20 1.65 15 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.073 14 0.30 T -0.09 0.02 0.00 16 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.066 14 0.58 T -0.08 0.01 0.00 17 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.123 13 2.53 T 0.15 0.02 0.00 18 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.336 13 3.01 C -0.07 -0.03 0.00 19 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.125 13 0.05 C 0.12 -0.06 0.00 20 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.145 13 0.34 C 0.12 -0.06 0.00 21 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.424 14 4.60 C -0.06 -0.03 0.00 22 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.158 14 4.56 T 0.18 0.03 0.00 23 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.118 13 14.71 C -2.82 -0.06 3.05 24 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.116 13 11.19 C -2.64 0.04 0.00

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25 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.044 14 4.70 C 0.23 -0.75 0.00 26 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.046 12 4.13 C -1.15 -0.02 3.02 27 ST TUB1 (UPT) PASS LRFD-H1-1B-T 0.012 14 0.02 T -0.12 0.21 1.65 28 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.064 14 1.02 C 0.02 0.01 3.11 29 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.083 13 0.25 C -0.07 0.04 0.00 30 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.436 14 4.64 C 0.09 0.02 0.00 31 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.150 14 4.59 T -0.15 -0.05 0.00 32 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.116 12 0.35 C 0.00 -3.24 1.53 33 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.141 14 0.20 T 0.15 -0.05 0.00 34 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.140 14 0.62 T 0.15 -0.04 0.00 35 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.115 13 2.55 T -0.12 -0.03 0.00 36 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.341 13 3.02 C 0.09 0.03 0.00 37 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.116 12 0.35 C 0.00 -3.24 0.00 38 ST TUB1 (UPT) PASS LRFD-H1-1B-C 0.116 12 0.35 C 0.00 -3.24 0.00 39 ST TUB1 (UPT) PASS LRFD-H1-1B-T 0.003 13 0.04 T -0.01 -0.09 0.83 40 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.578 14 5.33 C -0.19 -0.06 3.11 41 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.140 13 0.35 T 0.13 -0.06 3.11 42 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.568 14 5.38 C 0.18 0.06 3.11

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4.37 T 0.08 0.03 0.00 44 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.149 13 0.41 C 0.12 -0.06 3.11 45 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.123 13 0.02 T 0.12 -0.06 3.11 46 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.082 13 0.18 C -0.07 0.04 3.11 47 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.055 13 0.10 T -0.05 0.03 3.11 48 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.076 13 2.53 T -0.06 -0.03 0.00 49 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.472 13 3.57 C -0.18 -0.06 3.29 50 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-C 0.150 14 0.10 C 0.17 -0.04 3.29 51 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1A-C 0.457 13 3.58 C 0.17 0.07 3.29 52 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.068 14 0.64 T -0.08 0.01 3.29 53 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.073 14 0.24 T -0.09 0.02 3.29 54 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.138 14 0.53 T 0.15 -0.04 3.29 55 ST L60X60X5 (JAPANESE SECTIONS) PASS LRFD-H1-1B-T 0.139 14 0.29 T 0.15 -0.05 3.29

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SUPPORT REACTION (REAKSI PERLETAKAN)

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BEBAN ANGIN ARAH X

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Horizontal Vertical Horizontal Moment

TABEL : SUPPORT REACTION (REAKSI PERLETAKAN)

Node L/C Fx kN Fy kN Fz kN Mx kNmMy kNmMz kNm 1 1 BEBAN MATI 0.013 5.785 0.008 0.0 0.0 0.0 2 CRANE P1 0.044 5.376 -0.001 0.0 0.0 0.0 3 BEBAN ANGIN X -0.569 -4.019 0.001 0.0 0.0 0.0 4 BEBAN ANGIN Z -0.001 -6.524 -0.590 0.0 0.0 0.0 11 COMB11 0.018 8.099 0.011 0.0 0.0 0.0 12 COMB12 0.085 15.544 0.008 0.0 0.0 0.0 13 COMB13 -0.852 5.888 0.010 0.0 0.0 0.0 14 COMB14 0.057 1.880 -0.935 0.0 0.0 0.0 6 1 BEBAN MATI 0.012 5.785 -0.008 0.0 0.0 0.0 2 CRANE P1 0.044 5.374 0.001 0.0 0.0 0.0 3 BEBAN ANGIN X -0.568 -3.736 -0.002 0.0 0.0 0.0 4 BEBAN ANGIN Z -0.004 6.524 -0.580 0.0 0.0 0.0 11 COMB11 0.017 8.099 -0.011 0.0 0.0 0.0 12 COMB12 0.085 15.541 -0.008 0.0 0.0 0.0 13 COMB13 -0.850 6.339 -0.011 0.0 0.0 0.0 14 COMB14 0.052 22.755 -0.936 0.0 0.0 0.0 11 1 BEBAN MATI -0.012 5.810 -0.008 0.0 0.0 0.0 2 CRANE P1 -0.044 2.126 0.000 0.0 0.0 0.0 3 BEBAN ANGIN X -0.559 3.736 -0.006 0.0 0.0 0.0 4 BEBAN ANGIN Z -0.001 6.861 -0.583 0.0 0.0 0.0 11 COMB11 -0.017 8.134 -0.011 0.0 0.0 0.0 12 COMB12 -0.085 10.373 -0.009 0.0 0.0 0.0 13 COMB13 -0.953 15.075 -0.019 0.0 0.0 0.0 14 COMB14 -0.061 20.076 -0.943 0.0 0.0 0.0 16 1 BEBAN MATI -0.013 5.810 0.008 0.0 0.0 0.0 2 CRANE P1 -0.044 2.124 -0.000 0.0 0.0 0.0 3 BEBAN ANGIN X -0.560 4.019 0.007 0.0 0.0 0.0 4 BEBAN ANGIN Z 0.007 -6.861 -0.593 0.0 0.0 0.0 11 COMB11 -0.018 8.134 0.011 0.0 0.0 0.0 12 COMB12 -0.085 10.370 0.009 0.0 0.0 0.0 13 COMB13 -0.955 15.526 0.020 0.0 0.0 0.0 14 COMB14 -0.048 -1.882 -0.939 0.0 0.0 0.0