Cellar 25×40 (Analysis Of Wind) DWG Block for AutoCAD

Cellar 25×40 (Analysis Of Wind) DWG Block for AutoCAD

Wind Analysis of a cellar of 25 mx 40 m, an example of how to express that analysis.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

access, architectural floor, a-a ‘cut, main facade, side façade, reinforcement, rear façade, maximum live load and instantaneous live load, knots, dead load, wall a, wall b, axis a, side wall a, side wall b, axis b, axis c, axis d, axis e

Raw text data extracted from CAD file:

\A1;25.00 \A1;6.50 \A1;1.20 \A1;0.90 \A1;1.10 \A1;1.50 \A1;0.70 \A1;4.70 \A1;6.25 \A1;6.25 \A1;6.25 \A1;6.25 \A1;25.00 \A1;4.70 \A1;6.25 \A1;6.25 \A1;6.25 \A1;6.25 \A1;25.00 \A1;40.15 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;7.00 \A1;1.20 \A1;4.50 \A1;1.25 \A1;1.25 \A1;1.20 \A1;6.50 \A1;0.50 \A1;1.30 \A1;0.50 \A1;25.00 \A1;6.50 \A1;1.20 \A1;6.25 \A1;6.25 \A1;6.25 \A1;6.25 \A1;0.50 \A1;0.60 \A1;0.80 \A1;1.00 \A1;1.20 \A1;1.40 \A1;12.5372 ACCESO Pendiente = 6% 5 6.499999999999957 5 Pendiente = 6% 5 5 5 1.5 5 A B C D E 6.249999999999998 6.25 5 6.250000000000004 5 A B C D E 5 6.25 6.25 5 6.25 5 A E 40.15000000000001 8.0 8.000000000000009 5 7.999999999999996 8.0 1 2 3 4 5 6 Planta Arquitectonica Corte A-A' Fachada Principal 1 3 4 2 5 6 8.0 8.0 8.0 8.0 8.0 7.0 1.199999999999999 A A' Fachada Lateral 5 1.25 5 1.204131912909318 6.5 Armadura Armadura Armadura Armadura Armadura Armadura Polin 8MT12 5 5 5 Pendiente = 6% 5 6.499999999999957 5 A B C D E 6.25 6.25 5 6.25 Fachada Posterior 5 5 5 5 5 5 Polin 8MT12 Polin 8MT12 A E 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 7 A E 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 7 A E Carga Viva Maxima y Carga Viva Instantanea 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 7 Pcvmax. = 500 kg Pcvinst. = 250 kg ARMADURAS CENTRALES DEL EJE 2 AL EJE 5 NUDOS Pcvmax. = 250 kg Pcvinst. = 125 kg ARMADURAS LATERALES EJE 1 IGUAL AL EJE 6 Carga Viva Maxima y Carga Viva Instantanea NUDOS Carga Muerta NUDOS A E 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 7 Carga Muerta NUDOS ARMADURAS LATERALES EJE 1 IGUAL AL EJE 6 ARMADURAS CENTRALES DEL EJE 2 AL EJE 5 Wpcm = 105.433 kg Wpcm = 347.183 kg Wpcm = 348.110 kg Wpcm = 349.072 kg Wpcm = 350.067 kg Wpcm = 351.06 kg Wpcm = 352.330 kg Wpcm = 353.653 kg Wpcm = 354.766 kg Wpcm = 355.907 kg Wpcm = 444.344 kg Wpcm = 68.371 kg Wpcm = 198.933 kg Wpcm = 199.860 kg Wpcm = 200.822 kg Wpcm = 201.817 kg Wpcm = 202.810 kg Wpcm = 204.080 kg Wpcm = 205.403 kg Wpcm = 206.516 kg Wpcm = 207.657 kg Wpcm = 247.469 kg Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 Polin 8MT12 A E B C D 22.9610 48.1491 37.7249 39.7678 22.9610 Muro A Areas Tributarias (m2) A E B C D 22.9610 48.1491 50.4937 48.1491 22.9610 Muro B Areas Tributarias (m2) 5 1 3 4 2 5 6 Fachada Lateral 28 56 28 56 56 56 Areas Tributarias (m2) 50.14 50.14 100.29 100.29 100.29 100.29 A E Eje 1 y 6 304.2 kg/m 91.26 kg/m 158.184 kg/m 60.84 kg/m 12.168 kg/m 12.168 kg/m 12.168 kg/m A E Eje 2 al 5 486.72 kg/m 304.2 kg/m 438.048 kg/m 243.36 kg/m 146.016 kg/m 97.344 kg/m 97.344 kg/m Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) A E Eje 2 al 5 486.72 kg/m 304.2 kg/m 316.368 kg/m 121.68 kg/m 24.336 kg/m 24.336 kg/m 24.336 kg/m Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) 1 3 4 2 5 6 Eje A Muro Lateral A 91.807 kg/m Muro Lateral B 91.807 kg/m 1 3 4 2 5 6 Eje B Muro Lateral A 166.809 kg/m Muro Lateral B 166.809 kg/m 1 3 4 2 5 6 Eje C Muro Lateral A 161.789 kg/m Muro Lateral B 166.831 kg/m 1 3 4 2 5 6 Eje D Muro Lateral A 111.461 kg/m Muro Lateral B 114.075 kg/m 1 3 4 2 5 6 Eje E Muro Lateral A 59.652 kg/m Muro Lateral B 59.652 kg/m Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = -0.2) 1 3 4 2 5 6 Eje A Muro Lateral A 139.338 kg/m Muro Lateral B 139.338 kg/m 1 3 4 2 5 6 Eje B Muro Lateral A 261.872 kg/m Muro Lateral B 261.872 kg/m 1 3 4 2 5 6 Eje C Muro Lateral A 256.851 kg/m Muro Lateral B 261.893 kg/m 1 3 4 2 5 6 Eje D Muro Lateral A 206.523 kg/m Muro Lateral B 209.138 kg/m 1 3 4 2 5 6 Eje E Muro Lateral A 107.183 kg/m Muro Lateral B 107.183 kg/m Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) A E Eje 1 y 6 243.36 kg/m 152.1 kg/m 219.024 kg/m 121.68 kg/m 73.008 kg/m 48.672 kg/m 48.672 kg/m Analisis de Viento 0 = 0° Puerta Cerrada (Cpi = 0) A E Eje 1 116.326 kg/m 116.326 kg/m 176.253 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = -0.2) 176.253 kg/m A E Eje 2 178.474 kg/m 178.474 kg/m 320.748 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = -0.2) 320.748 kg/m A E Eje 3 17.279 kg/m 17.279 kg/m 130.928 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = -0.2) 130.928 kg/m A E Eje 4 17.279 kg/m 17.279 kg/m 20.929 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = -0.2) 20.929 kg/m A E Eje 5 17.279 kg/m 17.279 kg/m 24.336 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = -0.2) 24.336 kg/m A E Eje 6 6.327 kg/m 6.327 kg/m 8.153 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = -0.2) 8.153 kg/m A E Eje 1 177.166 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = 0) 237.093 kg/m A E Eje 2 300.154 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = 0) 442.428 kg/m A E Eje 3 104.401 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = 0) 252.608 kg/m A E Eje 4 Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = 0) A E Eje 5 Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = 0) A E Eje 6 54.513 kg/m Analisis de Viento 0 = 90° Puerta Cerrada (Cpi = 0) 52.687 kg/m 100.751 kg/m 97.344 kg/m 104.401 kg/m 104.401 kg/m 237.093 kg/m 442.428 kg/m 177.166 kg/m 300.154 kg/m 252.608 kg/m 104.401 kg/m 104.401 kg/m 100.751 kg/m 104.401 kg/m 97.344 kg/m 104.401 kg/m 52.687 kg/m 54.513 kg/m 486.72 kg/m 304.2 kg/m A E Eje 2 al 5 Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) 1 3 4 2 5 6 Eje A Muro Lateral A 329.463 kg/m Muro Lateral B 329.463 kg/m 1 3 4 2 5 6 Eje B Muro Lateral A 642.122 kg/m Muro Lateral B 642.122 kg/m 1 3 4 2 5 6 Eje C Muro Lateral A 637.101 kg/m Muro Lateral B 642.143 kg/m 1 3 4 2 5 6 Eje D Muro Lateral A 586.773 kg/m Muro Lateral B 589.388 kg/m 1 3 4 2 5 6 Eje E Muro Lateral A 297.308 kg/m Muro Lateral B 297.308 kg/m 1 3 4 2 5 6 Eje A Muro Lateral A 139.338 kg/m Muro Lateral B 139.338 kg/m 1 3 4 2 5 6 Eje B Muro Lateral A 261.872 kg/m Muro Lateral B 261.872 kg/m 1 3 4 2 5 6 Eje C Muro Lateral A 256.851 kg/m Muro Lateral B 261.893 kg/m 1 3 4 2 5 6 Eje D Muro Lateral A 206.523 kg/m Muro Lateral B 209.138 kg/m 1 3 4 2 5 6 Eje E Muro Lateral A 107.183 kg/m Muro Lateral B 107.183 kg/m A E Eje 1 y 6 243.36 kg/m 152.1 kg/m 219.024 kg/m 121.68 kg/m 73.008 kg/m 48.672 kg/m 48.672 kg/m Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) 973.44 kg/m 182.52 kg/m 462.384 kg/m 365.040 kg/m 316.368 kg/m 292.032 kg/m 292.032 kg/m A E Eje 2 al 5 Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) A E Eje 1 y 6 486.72 kg/m 91.6 kg/m 462.384 kg/m 365.040 kg/m 316.368 kg/m 292.032 kg/m 292.032 kg/m Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) Analisis de Viento 0 = 0° Puerta Abierta (Cpi = 0) 219.024 kg/m 121.68 kg/m 73.008 kg/m 48.672 kg/m 48.672 kg/m A E Eje 1 66.194 kg/m Analisis de Viento 0 = 90° Puerta Abierta (Cpi = -0.8) 6.267kg/m A E Eje 2 186.566 kg/m 44.292 kg/m A E Eje 3 382.319 kg/m 234.112 kg/m A E Eje 4 382.319 kg/m 385.969 kg/m A E Eje 5 382.319 kg/m 389.376 kg/m A E Eje 6 188.847 kg/m 190.673 kg/m Analisis de Viento 0 = 90° Puerta Abierta (Cpi = 0) Analisis de Viento 0 = 90° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 90° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 90° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 90° Puerta Abierta (Cpi = -0.8) Analisis de Viento 0 = 90° Puerta Abierta (Cpi = -0.8) 6.267kg/m 66.194 kg/m 44.292 kg/m 186.566 kg/m 234.112 kg/m 382.319 kg/m 385.969 kg/m 382.319 kg/m 389.376 kg/m 382.319 kg/m 190.673 kg/m 190.673 kg/m 188.847 kg/m A E 177.166 kg/m 237.093kg/m Eje 1 Analisis de Viento 0 = 90° Puerta Abierta (Cpi = 0) A E 300.154 kg/m 442.428kg/m Eje 2 Analisis de Viento 0 = 90° Puerta Abierta (Cpi = 0) A E 104.401 kg/m 252.608kg/m Eje 3 Analisis de Viento 0 = 90° Puerta Abierta (Cpi = 0) A E 104.401 kg/m 100.751kg/m Eje 4 Analisis de Viento 0 = 90° Puerta Abierta (Cpi = 0) A E 104.401 kg/m 97.344kg/m Eje 5 Analisis de Viento 0 = 90° Puerta Abierta (Cpi = 0) A E 54.513 kg/m 52.687kg/m Eje 6 237.093kg/m 177.166 kg/m 442.428kg/m 300.154 kg/m 252.608kg/m 104.401 kg/m 100.751kg/m 104.401 kg/m 97.344kg/m 104.401 kg/m 52.687kg/m 54.513 kg/m A E 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 7 Carga Muerta NUDOS Wpcm = 68.371 kg Wpcm = 198.933 kg Wpcm = 199.860 kg Wpcm = 200.822 kg Wpcm = 201.817 kg Wpcm = 202.810 kg Wpcm = 204.080 kg Wpcm = 205.403 kg Wpcm = 206.516 kg Wpcm = 207.657 kg Wpcm = 247.469 kg

Language	Spanish
Drawing Type	Block
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	analysis, armazenamento, autocad, barn, block, celeiro, cellar, comercial, commercial, DWG, grange, mx, scheune, storage, warehouse, wind