HELLO ALL .. IN MY STRUCTURE SHOW THIS WARNING .. PLEASE HELP
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 19-May-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KG
JOINT COORDINATES
1 0 0 0; 2 0 0 1.9; 3 1 0 1.9; 4 1 0 0; 5 2.955 0 0; 6 2.955 0 1; 14 0 6.69 0;
16 0 6.69 1.9; 17 1 1.19 1.9; 18 1 2.69 1.9; 19 1 4.19 1.9; 20 1 5.19 1.9;
21 1 6.69 1.9; 22 1 2.69 0; 23 1 4.19 0; 24 1 5.19 0; 25 1 6.69 0; 26 1 1.19 0;
27 0 2.69 1.9; 28 0 4.19 1.9; 29 0 2.69 0; 30 0 4.19 0; 31 0 1.19 1.9;
32 0 1.19 0; 33 0 5.19 1.9; 34 0 5.19 0; 35 2.955 1.19 0; 36 2.955 1.19 1;
37 2.955 2.69 0; 38 2.955 2.69 1; 39 2.955 5.19 0; 40 2.955 5.19 1;
41 2.955 6.69 0; 42 2.955 6.69 1; 43 0 4.64 1.9; 44 0 4.64 3.39;
45 0 -0.04 3.39; 46 0 1.9 1.9; 47 0 1.9 3.39; 48 0 4.64 4.64; 49 0 4.64 4.09;
50 0 3.87 3.39; 51 1 6.69 1; 52 0 6.69 1; 53 1.905 2.69 1; 54 2.955 1.9 1;
55 2.515 2.69 1; 56 2.955 3.79 0; 57 2.955 3.79 -0.82; 58 0 1.19 0.949643;
59 1 1.19 0.95; 60 0 4.19 0.95; 61 1 4.19 0.95; 62 0 3.27 3.39; 63 0 3.27 1.9;
64 2.955 3.94 1; 65 2.955 3.94 0; 66 1.9775 6.69 0; 67 1.9775 6.69 1;
MEMBER INCIDENCES
15 14 52; 18 16 21; 19 14 25; 20 3 17; 21 18 17; 22 18 19; 23 20 19; 26 21 51;
27 21 20; 28 24 23; 29 22 23; 30 22 26; 31 26 4; 32 25 24; 34 28 43; 36 30 34;
37 29 27; 38 30 60; 39 28 63; 41 2 31; 42 30 29; 43 29 32; 44 23 61; 45 19 28;
46 23 30; 47 18 27; 48 22 29; 49 22 18; 50 31 46; 51 32 1; 52 26 32; 53 17 31;
54 33 16; 55 34 14; 56 20 33; 57 24 34; 58 6 36; 59 5 35; 60 35 37; 61 37 56;
62 39 41; 63 42 41; 64 42 40; 65 40 64; 66 40 39; 67 38 37; 68 38 54; 69 35 36;
70 41 66; 71 43 33; 72 43 44; 73 45 47; 74 46 27; 75 47 62; 76 44 49; 77 47 46;
78 49 48; 79 50 44; 80 49 50; 81 51 25; 82 52 16; 83 42 67; 84 52 51; 85 38 55;
86 54 36; 87 55 53; 88 54 55; 89 56 65; 90 56 57; 91 34 33; 92 24 20; 93 32 58;
94 26 59; 95 58 31; 96 1 58; 97 58 2; 98 59 17; 99 4 59; 100 59 3; 101 27 58;
102 29 58; 103 18 59; 104 22 59; 105 60 28; 106 29 60; 107 60 27; 108 61 19;
109 22 61; 110 18 61; 111 34 60; 112 33 60; 113 24 61; 114 61 20; 115 62 50;
116 63 27; 117 63 62; 118 63 47; 119 62 43; 120 46 45; 121 64 38; 122 65 39;
123 65 64; 124 36 5; 125 38 35; 126 64 37; 127 40 65; 128 42 39; 129 26 58;
130 59 58; 131 60 23; 132 61 60; 133 60 19; 134 58 17; 135 66 25; 136 67 51;
137 67 66; 138 21 52; 139 52 25; 140 51 66; 141 67 41;
SUPPORTS
1 TO 6 45 PINNED
MEMBER RELEASE
38 44 93 94 130 132 START MY MZ
95 98 105 108 130 132 END MY MZ
MEMBER TRUSS
80 88 96 97 99 TO 104 106 107 109 TO 114 118 TO 120 124 TO 129 131 133 134 -
138 TO 141
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.09042e+010
POISSON 0.3
DENSITY 7833.41
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 2.58192e+007 FU 4.1584e+007 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY EUROPEAN
15 18 19 26 37 38 44 TO 49 52 53 56 57 63 66 67 69 70 72 76 TO 78 81 TO 85 -
87 90 TO 95 98 105 108 117 123 130 132 135 TO 137 TABLE ST IPEA140
80 88 96 97 99 TO 104 106 107 109 TO 114 118 TO 120 124 TO 129 131 133 134 -
138 TO 141 TABLE T IPEA120
20 TO 23 27 TO 32 34 36 39 41 TO 43 50 51 54 55 58 TO 62 64 65 68 71 -
73 TO 75 79 86 89 115 116 121 122 TABLE ST HE160AA
CONSTANTS
MATERIAL STEEL ALL
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0 138 147 152 HEIG 0 4.5 6 7
********************************************************************
* CARGAS PARA EL DISE?O DE ESTRUCTURAS Y FUNDACIONES
********************************************************************
*
LOAD 1 LOADTYPE None TITLE DS = CARGA PERMANENTE EN ESTRUCTURAS
SELFWEIGHT Y -1
MEMBER LOAD
19 70 83 84 135 136 UNI GY -36
LOAD 2 LOADTYPE None TITLE DE = EQUIPO Ó TUBERÍA VACÍA
MEMBER LOAD
90 CON GY -39.1 0.46
90 CON GY -30.2 0.39
85 CON GY -1372.68 0.78
46 CON GY -80.3 0.13
46 CON GY -27.45 0.35
46 CON GY -28.45 0.63
57 CON GY -25.25 0.15
57 CON GY -114.56 0.36
57 CON GY -52.8 0.51
91 CON GY -53.76 0.3
91 CON GY -53.28 1.23
45 CON GY -86.4 0.13
72 CON GY -1023 2.42
77 CON GY -35 0.9
LOAD 3 LOADTYPE None TITLE DO = CARGA DE EQUIPO Y/O TUBERÍA EN OPERACIÓN.
MEMBER LOAD
90 CON GY -62.56 0.46
90 CON GY -48.32 0.39
85 CON GY -2989.87 0.78
46 CON GY -121.2 0.13
46 CON GY -43.92 0.35
46 CON GY -45.52 0.63
57 CON GY -44 0.15
57 CON GY -171.84 0.36
57 CON GY -79.2 0.51
91 CON GY -80.64 0.3
91 CON GY -79.92 1.23
45 CON GY -129.6 0.13
72 CON GY -2321 2.42
77 CON GY -70 0.9
LOAD 4 LOADTYPE None TITLE DT = CARGA DE PRUEBA
LOAD 5 LOADTYPE None TITLE L = CARGA VARIABLE.
MEMBER LOAD
19 70 83 84 135 136 UNI GY -500
LOAD 6 LOADTYPE None TITLE WX = CARGA POR VIENTO X
WIND LOAD X 1 TYPE 1 XR 0 2.96 YR 0 6.7 ZR 0 4.65 OPEN
LOAD 7 LOADTYPE None TITLE WZ = CARGA POR VIENTO Z
WIND LOAD Z 1 TYPE 1 XR 0 2.96 YR 0 6.7 ZR 0 4.65 OPEN
LOAD 8 LOADTYPE None TITLE T = CARGAS POR VARIACIÓN DE TEMPERATURA.
TEMPERATURE LOAD
15 18 TO 23 26 TO 32 34 36 TO 39 41 TO 134 TEMP 15.7
LOAD 9 LOADTYPE None TITLE FF = CARGA POR FRICCIÓN.
MEMBER LOAD
*****(Trasversal , 5%)*******
90 CON GZ 3.128 0.46
90 CON GZ 2.416 0.39
85 CON GX 149.5 0.78
46 CON GX 6.06 0.13
46 CON GX 2.2 0.35
46 CON GX 2.3 0.63
57 CON GX 2.2 0.15
57 CON GX 8.6 0.36
57 CON GX 4 0.51
91 CON GZ 4.03 0.3
91 CON GZ 4 1.23
45 CON GX 6.5 0.13
72 CON GZ 116.05 2.42
77 CON GZ 3.5 0.9
*****(Longitudinal , 10%)*******
90 CON GX 6.256 0.46
90 CON GX 4.832 0.39
85 CON GZ 298.987 0.78
46 CON GZ 12.12 0.13
46 CON GZ 4.392 0.35
46 CON GZ 4.552 0.63
57 CON GZ 4.4 0.15
57 CON GZ 17.184 0.36
57 CON GZ 7.92 0.51
91 CON GX 8.064 0.3
91 CON GX 7.992 1.23
45 CON GZ 12.96 0.13
72 CON GX 232.1 2.42
77 CON GX 7 0.9
LOAD 10 LOADTYPE None TITLE EOX = CARGA SISMO X CON EQUIPO OPERACION
*DS-DIRECCION X*
SELFWEIGHT X 1
MEMBER LOAD
19 70 83 84 135 136 UNI GX 36
*DO-DIRECCION X*
90 CON GX 62.56 0.46
90 CON GX 48.32 0.39
85 CON GX 2989.87 0.78
46 CON GX 121.2 0.13
46 CON GX 43.92 0.35
46 CON GX 45.52 0.63
57 CON GX 44 0.15
57 CON GX 171.84 0.36
57 CON GX 79.2 0.51
91 CON GX 80.64 0.3
91 CON GX 79.92 1.23
45 CON GX 129.6 0.13
72 CON GX 2321 2.42
77 CON GX 70 0.9
*DS-DIRECCION Z*
SELFWEIGHT Z 1
MEMBER LOAD
19 70 83 84 135 136 UNI GZ 36
*DO-DIRECCION X*
90 CON GZ 62.56 0.46
90 CON GZ 48.32 0.39
85 CON GZ 2989.87 0.78
46 CON GZ 121.2 0.13
46 CON GZ 43.92 0.35
46 CON GZ 45.52 0.63
57 CON GZ 44 0.15
57 CON GZ 171.84 0.36
57 CON GZ 79.2 0.51
91 CON GZ 80.64 0.3
91 CON GZ 79.92 1.23
45 CON GZ 129.6 0.13
72 CON GZ 2321 2.42
77 CON GZ 70 0.9
SPECTRUM CQC X 1 ACC SCALE 9.81 DAMP 0.05 LIN
**ESPECTRO DE DISEÑO DIRECCION X**
0 0.1801; 0.02 0.1728; 0.04 0.1641; 0.07 0.1563; 0.09 0.1496; 0.11 0.1439;
0.13 0.139; 0.16 0.1348; 0.18 0.1311; 0.2 0.117; 0.26 0.117; 0.32 0.117;
0.38 0.117; 0.44 0.117; 0.5 0.117; 0.56 0.117; 0.62 0.117; 0.68 0.117;
0.74 0.117; 0.8 0.117; 1.02 0.0963; 1.24 0.0824; 1.46 0.0723; 1.68 0.0646;
1.9 0.0586; 2.12 0.0537; 2.34 0.0496; 2.56 0.0461; 2.78 0.0432; 3 0.0406;
3.2 0.0355; 3.4 0.0313; 3.6 0.0277; 3.8 0.0247; 4 0.0222; 4.2 0.0201;
4.4 0.0182; 4.6 0.0166; 4.8 0.0152; 5 0.0139;
LOAD 11 LOADTYPE None TITLE EOZ = CARGA SISMO Z CON EQUIPO OPERACION
SPECTRUM SRSS Z 1 ACC SCALE 9.81 DAMP 0.05 LIN
**ESPECTRO DE DISEÑO DIRECCION Z**
0 0.1801; 0.02 0.1728; 0.04 0.1641; 0.07 0.1563; 0.09 0.1496; 0.11 0.1439;
0.13 0.139; 0.16 0.1348; 0.18 0.1311; 0.2 0.117; 0.26 0.117; 0.32 0.117;
0.38 0.117; 0.44 0.117; 0.5 0.117; 0.56 0.117; 0.62 0.117; 0.68 0.117;
0.74 0.117; 0.8 0.117; 1.02 0.0963; 1.24 0.0824; 1.46 0.0723; 1.68 0.0646;
1.9 0.0586; 2.12 0.0537; 2.34 0.0496; 2.56 0.0461; 2.78 0.0432; 3 0.0406;
3.2 0.0355; 3.4 0.0313; 3.6 0.0277; 3.8 0.0247; 4 0.0222; 4.2 0.0201;
4.4 0.0182; 4.6 0.0166; 4.8 0.0152; 5 0.0139;
LOAD 12 LOADTYPE None TITLE EOY = CARGA SISMO Y CON EQUIPO OPERACION
LOAD 13 LOADTYPE None TITLE EEX = CARCA SISMO X CON EQUIPO VACIO
LOAD 14 LOADTYPE None TITLE EEZ = CARCA SISMO Z CON EQUIPO VACIO
LOAD 15 LOADTYPE None TITLE EEY = CARCA SISMO Y CON EQUIPO VACIO
*
********************************************************************
* Combinaciones de Dise?o (Estado L?mite de Agotamiento Resistente)
********************************************************************
* Piperacks, Pasos de V?as y Soportes para Tuber?as
*
*(CUPR-1) 1.4 x (Ds + Do + Ff + T + Af)
LOAD COMB 387 1.4 X (DS + DO + FF + T + AF)
1 1.4 3 1.4 9 1.4 8 1.4
*(CUPR-2) 1.2 x (Ds + Do + Af) ? 1.6 x W
LOAD COMB 388 1.2 X (DS + DO + AF) + 1.6 X WX
1 1.2 3 1.2 6 1.6
LOAD COMB 389 1.2 X (DS + DO + AF) - 1.6 X WX
1 1.2 3 1.2 6 -1.6
LOAD COMB 390 1.2 X (DS + DO + AF) + 1.6 X WZ
1 1.2 3 1.2 7 1.6
LOAD COMB 391 1.2 X (DS + DO + AF) - 1.6 X WZ
1 1.2 3 1.2 7 -1.6
*(CUPR-3) 1.2 x (Ds + Do + Af) ? 1.0 x Eo
LOAD COMB 392 1.2 X (DS + DO + AF) + 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 1.2 3 1.2 10 0.7 11 0.3 12 1.0
LOAD COMB 393 1.2 X (DS + DO + AF) + 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 1.2 3 1.2 10 0.7 11 0.3 12 -1.0
LOAD COMB 394 1.2 X (DS + DO + AF) + 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 1.2 3 1.2 10 0.7 11 -0.3 12 1.0
LOAD COMB 395 1.2 X (DS + DO + AF) + 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 1.2 3 1.2 10 0.7 11 -0.3 12 -1.0
LOAD COMB 396 1.2 X (DS + DO + AF) - 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 1.2 3 1.2 10 -0.7 11 0.3 12 1.0
LOAD COMB 397 1.2 X (DS + DO + AF) - 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 1.2 3 1.2 10 -0.7 11 0.3 12 -1.0
LOAD COMB 398 1.2 X (DS + DO + AF) - 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 1.2 3 1.2 10 -0.7 11 -0.3 12 1.0
LOAD COMB 399 1.2 X (DS + DO + AF) - 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 1.2 3 1.2 10 -0.7 11 -0.3 12 -1.0
*(CUPR-4) 0.9 x (Ds + De) ? 1.6 x W
LOAD COMB 400 0.90 X (DS + DE) + 1.60 X WX
1 0.9 2 0.9 6 1.6
LOAD COMB 401 0.90 X (DS + DE) - 1.60 X WX
1 0.9 2 0.9 6 -1.6
LOAD COMB 402 0.90 X (DS + DE) + 1.60 X WZ
1 0.9 2 0.9 7 1.6
LOAD COMB 403 0.90 X (DS + DE) - 1.60 X WZ
1 0.9 2 0.9 7 -1.6
*(CUPR-5) 0.9 x (Ds + Do) + 1.2 x Af ? 1.0 x Eo
LOAD COMB 404 0.9 X (DS + DO) + 1.2 X AF + 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 0.9 3 0.9 10 0.7 11 0.3 12 1.0
LOAD COMB 405 0.9 X (DS + DO) + 1.2 X AF + 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 0.9 3 0.9 10 0.7 11 0.3 12 -1.0
LOAD COMB 406 0.9 X (DS + DO) + 1.2 X AF + 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 0.9 3 0.9 10 0.7 11 -0.3 12 1.0
LOAD COMB 407 0.9 X (DS + DO) + 1.2 X AF + 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 0.9 3 0.9 10 0.7 11 -0.3 12 -1.0
LOAD COMB 408 0.9 X (DS + DO) + 1.2 X AF - 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 0.9 3 0.9 10 -0.7 11 0.3 12 1.0
LOAD COMB 409 0.9 X (DS + DO) + 1.2 X AF - 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 0.9 3 0.9 10 -0.7 11 0.3 12 -1.0
LOAD COMB 410 0.9 X (DS + DO) + 1.2 X AF - 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 0.9 3 0.9 10 -0.7 11 -0.3 12 1.0
LOAD COMB 411 0.9 X (DS + DO) + 1.2 X AF - 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 0.9 3 0.9 10 -0.7 11 -0.3 12 -1.0
*(CUPR-6) 0.9 x (Ds + De) ? 1.0 x Ee
LOAD COMB 412 0.90 X (DS + DE) + 0.7 X EEX + 0.3 EEZ + 1.0 EEY
1 0.9 2 0.9 13 0.7 14 0.3 15 1.0
LOAD COMB 413 0.90 X (DS + DE) + 0.7 X EEX + 0.3 EEZ - 1.0 EEY
1 0.9 2 0.9 13 0.7 14 0.3 15 -1.0
LOAD COMB 414 0.90 X (DS + DE) + 0.7 X EEX - 0.3 EEZ + 1.0 EEY
1 0.9 2 0.9 13 0.7 14 -0.3 15 1.0
LOAD COMB 415 0.90 X (DS + DE) + 0.7 X EEX - 0.3 EEZ - 1.0 EEY
1 0.9 2 0.9 13 0.7 14 -0.3 15 -1.0
LOAD COMB 416 0.90 X (DS + DE) - 0.7 X EEX + 0.3 EEZ + 1.0 EEY
1 0.9 1 0.9 2 0.9 13 -0.7 14 0.3 15 1.0
LOAD COMB 417 0.90 X (DS + DE) - 0.7 X EEX + 0.3 EEZ - 1.0 EEY
1 0.9 2 0.9 13 -0.7 14 0.3 15 -1.0
LOAD COMB 418 0.90 X (DS + DE) - 0.7 X EEX - 0.3 EEZ + 1.0 EEY
1 0.9 2 0.9 13 -0.7 14 -0.3 15 1.0
LOAD COMB 419 0.90 X (DS + DE) - 0.7 X EEX - 0.3 EEZ - 1.0 EEY
1 0.9 2 0.9 13 -0.7 14 -0.3 15 -1.0
*(CUPR-7) 1.4 x (Ds + Dt)
LOAD COMB 420 1.4 X (DS + DT)
1 1.4 4 1.4
**************************************************************
* Combinaciones de Servicio
**************************************************************
* Piperacks, Soportes para Tuber?as y Estructuras de Equipos
*(CSPR-1) Ds + Do + Ff + T + Af
LOAD COMB 1000 DS + DO + FF + T + AF
1 1.0 3 1.0 9 1.0 8 1.0
*(CSPR-2) Ds + Do + Af ? 1.0 x W
LOAD COMB 1001 DS + DO + AF + 1.0 X WX
1 1.0 3 1.0 6 1.0
LOAD COMB 1002 DS + DO + AF - 1.0 X WX
1 1.0 3 1.0 6 -1.0
LOAD COMB 1003 DS + DO + AF + 1.0 X WZ
1 1.0 3 1.0 7 1.0
LOAD COMB 1004 DS + DO + AF - 1.0 X WZ
1 1.0 3 1.0 7 -1.0
*(CSPR-3) Ds + Do + Af ? 0.7 x Eo
LOAD COMB 1005 DS + DO + AF + 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 1.0 3 1.0 10 0.7 11 0.3 12 1.0
LOAD COMB 1006 DS + DO + AF + 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 1.0 3 1.0 10 0.7 11 0.3 12 -1.0
LOAD COMB 1007 DS + DO + AF + 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 1.0 3 1.0 10 0.7 11 -0.3 12 1.0
LOAD COMB 1008 DS + DO + AF + 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 1.0 3 1.0 10 0.7 11 -0.3 12 -1.0
LOAD COMB 1009 DS + DO + AF - 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 1.0 3 1.0 10 -0.7 11 0.3 12 1.0
LOAD COMB 1010 DS + DO + AF - 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 1.0 3 1.0 10 -0.7 11 0.3 12 -1.0
LOAD COMB 1011 DS + DO + AF - 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 1.0 3 1.0 10 -0.7 11 -0.3 12 1.0
LOAD COMB 1012 DS + DO + AF - 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 1.0 3 1.0 10 -0.7 11 -0.3 12 -1.0
***********************************************************
LOAD COMB 1013 DS + DO + AF + 0.7 X EOZ + 0.3 EOX + 1.0 EOY
1 1.0 3 1.0 11 0.7 10 0.3 12 1.0
LOAD COMB 1014 DS + DO + AF + 0.7 X EOZ + 0.3 EOX - 1.0 EOY
1 1.0 3 1.0 11 0.7 10 0.3 12 -1.0
LOAD COMB 1015 DS + DO + AF + 0.7 X EOZ - 0.3 EOX + 1.0 EOY
1 1.0 3 1.0 11 0.7 10 -0.3 12 1.0
LOAD COMB 1016 DS + DO + AF + 0.7 X EOZ - 0.3 EOX - 1.0 EOY
1 1.0 3 1.0 11 0.7 10 -0.3 12 -1.0
LOAD COMB 1017 DS + DO + AF - 0.7 X EOZ + 0.3 EOX + 1.0 EOY
1 1.0 3 1.0 11 -0.7 10 0.3 12 1.0
LOAD COMB 1018 DS + DO + AF - 0.7 X EOZ + 0.3 EOX - 1.0 EOY
1 1.0 3 1.0 11 -0.7 10 0.3 12 -1.0
LOAD COMB 1019 DS + DO + AF - 0.7 X EOZ - 0.3 EOX + 1.0 EOY
1 1.0 3 1.0 11 -0.7 10 -0.3 12 1.0
LOAD COMB 1020 DS + DO + AF - 0.7 X EOZ - 0.3 EOX - 1.0 EOY
1 1.0 3 1.0 11 -0.7 10 -0.3 12 -1.0
*(CSPR-4) Ds + De ? 1.0 x W
LOAD COMB 1021 DS + DE + WX
1 1.0 2 1.0 6 1.0
LOAD COMB 1022 DS + DE - WX
1 1.0 2 1.0 6 1.0
LOAD COMB 1023 DS + DE + WZ
1 1.0 2 1.0 7 1.0
LOAD COMB 1024 DS + DE - WZ
1 1.0 2 1.0 7 -1.0
*(CSPR-5) 0.9 x (Ds) + 0.6 x (Do) + Af ? 0.7 x Eo
LOAD COMB 1025 0.9 X (DS) + 0.6 X (DO) + AF+ 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 0.9 3 0.6 10 0.7 11 0.3 12 1.0
LOAD COMB 1026 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 0.9 3 0.6 10 0.7 11 0.3 12 -1.0
LOAD COMB 1027 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 0.9 3 0.6 10 0.7 11 -0.3 12 1.0
LOAD COMB 1028 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 0.9 3 0.6 10 0.7 11 -0.3 12 -1.0
LOAD COMB 1029 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX + 0.3 EOZ + 1.0 EOY
1 0.9 3 0.6 10 -0.7 11 0.3 12 1.0
LOAD COMB 1030 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX + 0.3 EOZ - 1.0 EOY
1 0.9 3 0.6 10 -0.7 11 0.3 12 -1.0
LOAD COMB 1031 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX - 0.3 EOZ + 1.0 EOY
1 0.9 3 0.6 10 -0.7 11 -0.3 12 1.0
LOAD COMB 1032 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOX - 0.3 EOZ - 1.0 EOY
1 0.9 3 0.6 10 -0.7 11 -0.3 12 -1.0
*****************************************
LOAD COMB 1033 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOZ + 0.3 EOX + 1.0 EOY
1 0.9 3 0.6 11 0.7 10 0.3 12 1.0
LOAD COMB 1034 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOZ + 0.3 EOX - 1.0 EOY
1 0.9 3 0.6 11 0.7 10 0.3 12 -1.0
LOAD COMB 1035 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOZ - 0.3 EOX + 1.0 EOY
1 0.9 3 0.6 11 0.7 10 -0.3 12 1.0
LOAD COMB 1036 0.9 X (DS) + 0.6 X (DO) + AF + 0.7 X EOZ - 0.3 EOX - 1.0 EOY
1 0.9 3 0.6 11 0.7 10 -0.3 12 -1.0
LOAD COMB 1037 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOZ + 0.3 EOX + 1.0 EOY
1 0.9 3 0.6 11 -0.7 10 0.3 12 1.0
LOAD COMB 1038 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOZ + 0.3 EOX - 1.0 EOY
1 0.9 3 0.6 11 -0.7 10 0.3 12 -1.0
LOAD COMB 1039 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOZ - 0.3 EOX + 1.0 EOY
1 0.9 3 0.6 11 -0.7 10 -0.3 12 1.0
LOAD COMB 1040 0.9 X (DS) + 0.6 X (DO) + AF - 0.7 X EOZ - 0.3 EOX - 1.0 EOY
1 0.9 3 0.6 11 -0.7 10 -0.3 12 -1.0
*(CSPR-6) 0.9 x (Ds + De) ? 0.7 x Ee
LOAD COMB 1041 0.90 X (DS + DE) + 0.49 X EEX + 0.21 EEZ + 0.7 EEY
1 0.9 2 0.9 13 0.49 14 0.21 15 0.7
LOAD COMB 1042 0.90 X (DS + DE) + 0.49 X EEX + 0.21 EEZ - 0.7 EEY
1 0.9 2 0.9 13 0.49 14 0.21 15 -0.7
LOAD COMB 1043 0.90 X (DS + DE) + 0.49 X EEX - 0.21 EEZ + 0.7 EEY
1 0.9 2 0.9 13 0.49 14 -0.21 15 0.7
LOAD COMB 1044 0.90 X (DS + DE) + 0.49 X EEX - 0.21 EEZ - 0.7 EEY
1 0.9 2 0.9 13 0.49 14 -0.21 15 -0.7
LOAD COMB 1045 0.90 X (DS + DE) - 0.49 X EEX + 0.21 EEZ + 0.7 EEY
1 0.9 2 0.9 13 -0.49 14 0.21 15 0.7
LOAD COMB 1046 0.90 X (DS + DE) - 0.49 X EEX + 0.21 EEZ - 0.7 EEY
1 0.9 2 0.9 13 -0.49 14 0.21 15 -0.7
LOAD COMB 1047 0.90 X (DS + DE) - 0.49 X EEX - 0.21 EEZ + 0.7 EEY
1 0.9 2 0.9 13 -0.49 14 -0.21 15 0.7
LOAD COMB 1048 0.90 X (DS + DE) - 0.49 X EEX - 0.21 EEZ - 0.7 EEY
1 0.9 2 0.9 13 -0.49 14 -0.21 15 0.7
*****************************************************************
LOAD COMB 1049 0.90 X (DS + DE) + 0.49 X EEZ + 0.21 EEX + 0.7 EEY
1 0.9 2 0.9 14 0.49 13 0.21 15 0.7
LOAD COMB 1050 0.90 X (DS + DE) + 0.49 X EEZ + 0.21 EEX - 0.7 EEY
1 0.9 2 0.9 14 0.49 13 0.21 15 -0.7
LOAD COMB 1051 0.90 X (DS + DE) + 0.49 X EEZ - 0.21 EEX + 0.7 EEY
1 0.9 2 0.9 14 0.49 13 -0.21 15 0.7
LOAD COMB 1052 0.90 X (DS + DE) + 0.49 X EEZ - 0.21 EEX - 0.7 EEY
1 0.9 2 0.9 14 0.49 13 -0.21 15 -0.7
LOAD COMB 1053 0.90 X (DS + DE) - 0.49 X EEZ + 0.21 EEX + 0.7 EEY
1 0.9 2 0.9 14 -0.49 13 0.21 15 0.7
LOAD COMB 1054 0.90 X (DS + DE) - 0.49 X EEZ + 0.21 EEX - 0.7 EEY
1 0.9 2 0.9 14 0.49 13 0.21 15 -0.7
LOAD COMB 1055 0.90 X (DS + DE) - 0.49 X EEZ - 0.21 EEX + 0.7 EEY
1 0.9 2 0.9 14 -0.49 13 -0.21 15 0.7
LOAD COMB 1056 0.90 X (DS + DE) - 0.49 X EEZ - 0.21 EEX - 0.7 EEY
1 0.9 2 0.9 14 -0.49 13 -0.21 15 -0.7
*(CSPR-7) Ds + Dt
LOAD COMB 1057 DS + DT
1 1.0 4 1.0
*
* Para de verificación de deflexión en vigas se consideran las siguientes
* combinaciones de carga en estado de servicio:
*
*(CSD-1): (Ds + Do) + T
LOAD COMB 1058 (DS + DO) + T
1 1.0 3 1.0 8 1.0
*(CSD-2): (Ds + Do) + T + 0.70 x W
LOAD COMB 1059 (DS + DO) + T + 0.70 X WX
1 1.0 3 1.0 8 1.0 6 0.7
LOAD COMB 1060 (DS + DO) + T - 0.70 X WX
1 1.0 3 1.0 8 1.0 6 -0.7
LOAD COMB 1061 (DS + DO) + T + 0.70 X WZ
1 1.0 3 1.0 8 1.0 7 0.7
LOAD COMB 1062 (DS + DO) + T - 0.70 X WZ
1 1.0 3 1.0 8 1.0 7 -0.7
PERFORM ANALYSIS PRINT ALL
PARAMETER 1
CODE AISC UNIFIED 2010
BEAM 1 MEMB 15 18 TO 23 26 TO 32 34 36 TO 39 41 TO 136
RATIO 0.95 MEMB 15 18 TO 23 26 TO 32 34 36 TO 39 41 TO 136
TRACK 0 MEMB 15 18 TO 23 26 TO 32 34 36 TO 39 41 TO 136
METHOD LRFD
**** BEAMS*****
UNT 0.95 MEMB 38 44 93 TO 95 98 105 108
UNB 0.95 MEMB 38 44 93 TO 95 98 105 108
UNT 1.9 MEMB 15 26 81 82
UNB 1.9 MEMB 15 26 81 82
LY 1.9 MEMB 15 26 38 44 81 82 93 TO 95 98 105 108
UNT 1.955 MEMB 70 83 135 136
UNB 1.955 MEMB 70 83 135 136
LY 1.955 MEMB 70 83 135 136
UNT 1.25 MEMB 76 78
UNB 1.25 MEMB 76 78
LY 1.25 MEMB 76 78
UNT 1.05 MEMB 85 87
UNB 1.05 MEMB 85 87
LY 1.05 MEMB 85 87
**** COLUMNS*****
LY 1.25 MEMB 61 89
LZ 1.25 MEMB 61 89
LZ 1.5 MEMB 68 86
LY 1.5 MEMB 68 86
LZ 1.37 MEMB 79 115
LY 1.37 MEMB 79 115
LZ 1.5 MEMB 50 74
LZ 1.5 MEMB 39 116
LZ 1 MEMB 34 71
LY 1.5 MEMB 41 50
LY 1.5 MEMB 74 116
LY 1 MEMB 34 39
KY 1 MEMB 20 TO 23 27 TO 32 34 36 39 41 TO 43 50 51 54 55 58 TO 62 64 65 68 -
71 73 TO 75 79 86 89 115 116 121 122
KZ 1 MEMB 20 TO 23 27 TO 32 34 36 39 41 TO 43 50 51 54 55 58 TO 62 64 65 68 -
71 73 TO 75 79 86 89 115 116 121 122
CHECK CODE ALL
FINISH
FINISH