CONCRETO EDIFICACION

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Oct-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER MTON
JOINT COORDINATES
1 0 0 0; 2 6 0 0; 3 12 0 0; 4 18 0 0; 5 24 0 0; 6 30 0 0; 7 0 4.2 0; 8 6 4.2 0;
9 12 4.2 0; 10 18 4.2 0; 11 24 4.2 0; 12 30 4.2 0; 13 0 8.4 0; 14 6 8.4 0;
15 12 8.4 0; 16 18 8.4 0; 17 24 8.4 0; 18 30 8.4 0; 25 0 0 6; 26 6 0 6;
28 18 0 6; 29 24 0 6; 30 30 0 6; 31 0 4.26; 32 6 4.2 6; 34 18 4.2 6;
35 24 4.2 6; 36 30 4.2 6; 37 0 8.4 6; 38 6 8.4 6; 40 18 8.4 6; 41 24 8.4 6;
42 30 8.4 6; 49 0 0 12; 50 6 0 12; 51 12 0 12; 52 18 0 12; 53 24 0 12;
54 30 0 12; 55 0 4.2 12; 56 6 4.2 12; 57 12 4.2 12; 58 18 4.2 12; 59 24 4.2 12;
60 30 4.2 12; 61 0 8.4 12; 62 6 8.4 12; 63 12 8.4 12; 64 18 8.4 12;
65 24 8.4 12; 66 30 8.4 12; 69 12 12.85 12; 70 18 12.85 12; 71 24 12.85 12;73 0 0 18.5; 74 6 0 18.5; 75 12 0 18.5; 76 18 0 18.5; 77 24 0 18.5;
79 0 4.2 18.5; 80 6 4.2 18.5; 81 12 4.2 18.5; 82 18 4.2 18.5; 83 24 4.2 18.5;
85 0 8.4 18.5; 86 6 8.4 18.5; 87 12 8.4 18.5; 88 18 8.4 18.5; 89 24 8.4 18.5;
93 12 12.85 18.5; 94 18 12.85 18.5; 95 24 12.85 18.5;
MEMBER INCIDENCES
1 7 8; 2 8 9; 3 9 10; 4 10 11; 5 11 12; 6 13 14; 7 14 15; 8 15 16; 9 16 17;
10 17 18; 16 1 7; 17 2 8; 183 9; 19 4 10; 20 5 11; 21 6 12; 22 7 13; 23 8 14;
24 9 15; 25 10 16; 26 11 17; 27 12 18; 34 31 32; 37 34 35; 38 35 36; 39 37 38;
42 40 41; 43 41 42; 49 25 31; 50 26 32; 52 28 34; 53 29 35; 54 30 36; 55 31 37;
56 32 38; 58 34 40; 59 35 41; 60 36 42; 67 55 56; 68 56 57; 69 57 58; 70 58 59;
71 59 60; 72 61 62; 73 62 63; 74 63 64; 75 64 65; 76 65 66; 79 69 70; 80 70 71;
82 49 55; 83 50 56; 84 51 57;85 52 58; 86 53 59; 87 54 60; 88 55 61; 89 56 62;
90 57 63; 91 58 64; 92 59 65; 93 60 66; 96 63 69; 97 64 70; 98 65 71;
100 79 80; 101 80 81; 102 81 82; 103 82 83; 105 85 86; 106 86 87; 107 87 88;
108 88 89; 112 93 94; 113 94 95; 115 73 79; 116 74 80; 117 75 81; 118 76 82;
119 77 83; 121 79 85; 122 80 86; 123 81 87; 124 82 88; 125 83 89; 129 87 93;
130 88 94; 131 89 95; 133 7 31; 134 8 32; 13610 34; 137 11 35; 138 12 36;
139 13 37; 140 14 38; 142 16 40; 143 17 41; 144 18 42; 151 31 55; 152 32 56;
154 34 58; 155 35 59; 156 36 60; 157 37 61; 158 38 62; 160 40 64; 161 41 65;
162 42 66; 169 55 79; 170 56 80; 171 57 81; 172 58 82; 173 59 83; 175 61 85;
176 62 86; 177 63 87; 178 64 88; 179 65 89; 183 69 93; 184 70 94; 185 71 95;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.21467e+006
POISSON0.17
DENSITY 2.40262
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
16 17 19 TO 23 25 TO 27 49 50 52 TO 56 58 TO 60 82 TO 93 96 TO 98 115 TO 119 -
121 TO 125 129 TO 131 PRIS YD 0.53 ZD 0.4
MEMBER PROPERTY AMERICAN
1 TO 5 34 37 38 67 TO 71 100 TO 103 133 134 136 TO 138 151 152 154 TO 156 -
169 TO 173 PRIS YD 0.6 ZD 0.45
6 TO 10 39 42 43 72 TO 76 79 80 105 TO 108 112 113 139140 142 TO 144 157 -
158 160 TO 162 175 TO 179 183 TO 185 PRIS YD 0.5 ZD 0.35
CONSTANTS
MATERIAL CONCRETE MEMB 1 TO 10 16 17 19 TO 23 25 TO 27 34 37 TO 39 42 43 49 -
50 52 TO 56 58 TO 60 67 TO 76 79 80 82 TO 93 96 TO 98 100 TO 103 105 TO 108 -
112 113 115 TO 119 121 TO 125 129 TO 131 133 134 136 TO 140 142 TO 144 151 -
152 154 TO 158 160 TO 162 169 TO 173 175 TO 179 183 TO 185
FINISHBajada de cargas








Ubicación de losa
Espesor(m)
Peso Volum. (t/m^2)
C. unit. (t/m^2)
Losa de azotea



Impermeabilizante (DUPONT, el provedor especifica el peso)


0.005
Entortado Mortero arena cemento
0.05
1.9
0.095
Tezontle
0.2
0.65
0.130
Losa maciza
0.15
2.4
0.360
Instalaciones


0.010
Falso plafon de aplanado incluye malla


0.040
carga muerta adicional


0.040
carga permanentetotal


0.680
carga viva maxima


0.100
carga viva instantanea


0.070
carga viva media


0.015
carga para diseño estatico (C.P.+C.V.Max.)


0.780
carga para diseño sismico(C.P.+C.V.Ins.)


0.750
Carga para desplazamiento diferidas (C.P.+C.V.Med.)


0.695








Ubicación de losa
Espesor(m)
Peso Volum. (t/m^2)
C. unit. (t/m^2)
Losa (cuarto de maquinas)



pintura Monto (según provedor)


0.0035...