Extreme Beams Joist DWG Detail for AutoCAD

Extreme Beams Joist DWG Detail for AutoCAD

Design joist floor joists for an office building; with details of placement on open web girder.

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

c. upper green, c. lower green, vr lisa, c. red top, c. red bottom, vr lisa, c. upper green, c. lower green, vr lisa, c. upper hss weight:, c. lower hss weight:, diagonal hss weight:, vertical per green weight:, vr lisa, c. red top, c. red bottom, vr lisa, mezzanine beam, c. upper green, c. lower green, mezzanine beam, c. upper hss weight:, c. lower hss weight:, diagonal green Weight:, vertical per green weight:, mezzanine beam, c. upper green, c. lower green, vr lisa, c. red top, c. red bottom, vr lisa, c. upper green, c. lower green, vr lisa, mezzanine beam, c. top hss, c. lower hss, diagonal hss, vertical per green, mezzanine beam, beam, detail of beam joist overlap, beam, detail of beam joist overlap, beam, cut, c. upper green, c. lower green, vr lisa, mezzanine beam, c. red top, c. red bottom, vr lisa, c. upper green, c. lower green, lisa, upper green, vr lisa, lower green, upper green, lower green, vr lisa, mezzanine beam, floor detail of beams joist mezzanine, cut, table joist properties joist mezzanine, proposes, designation, nominal max. cms, resistant moment kg.m, maximum reaction in extremes, moment of inertia, approximate weight, allowable load, of tongs, mezzanine, hylsa, rows of, rows of, rows of, hylsa, floor plan, alere flammam, veritas, autonomous university of new lion faculty of architecture, steel structures, detail, element, table of materials quantification beams joist mezzanine, designation, unit weight, mts length, quantity pzas, total weight kg, mezzanine beam, esc:, galvanized mezzanine

Raw text data extracted from CAD file:

5 C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) PESO= 1 kg/ml 5 5 5 5 5 5 5 C. SUPERIOR 2-PER 2"X2" ROJO PESO= 5.45 kg/ml C. INFERIOR 2-PER 2"X2" ROJO PESO= 5.45 kg/ml \A1;DIAGONAL VR \A0;Ø 5/8" LISA (COLD ROLL) PESO= 1.56 kg/ml 5 5 5 5 5 5 5 5 5 C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) PESO= 1 kg/ml 5 5 5 5 5 5 5 \A1;406 \W9.68849; VAA-2 PB \W9.52776; PESO= 4269.57 kg/ml C. SUPERIOR HSS 7" X 7" PESO: 62.58 kg/ml C. INFERIOR HSS 7" X 7" PESO: 62.58 kg/ml DIAGONAL HSS 5" X 5" PESO: 42.31 kg/ml VERTICAL PER 5" X 5" VERDE PESO: 42.31 kg/ml 5 5 5 5 2 1 5 11 12 5 5 5 5 5 \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) W= 1 kg/ml C. SUPERIOR 2-PER 1"X1" ROJO PESO= 2.10 kg/ml C. INFERIOR 2-PER 1"X1" ROJO PESO= 2.10 kg/ml \A1;DIAGONAL VR \A0;Ø 5/8" LISA (COLD ROLL) W= 1.56 kg/ml VIGA JOIST-2 26PJ6 ENTREPISO W= 24.5 kg/ml 406.0000000000628 1277.683299999922 660.0000000038334 1023.683300000016 C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml VIGA JOIST-1 16PJ6 ENTREPISO W= 20.2 kg/ml 3 mm \W6.04038; VAA-1 PB \W2.23152; PESO= 2111.79 kg/ml C. SUPERIOR HSS 5"X5" PESO: 42.31 kg/ml C. INFERIOR HSS 5"X5" PESO: 42.31 kg/ml DIAGONAL PER 4"X4" VERDE PESO: 11.83 kg/ml VERTICAL PER 4"X4" VERDE PESO: 11.83 kg/ml 126.9999999999527 VIGA JOIST-1 16PJ6 ENTREPISO W= 20.2 kg/ml C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml 5 9 10 5 5 5 \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) W= 1 kg/ml 5 5 -556.2769495680686 1254.374999999981 3 mm \A1;1254 \A1;1278 \A1;1024 \A1;406 \A1;660 5 5 5 1 2 5 5 5 5 5 7 8 C. SUPERIOR 2-PER 1"X1" ROJO PESO= 2.10 kg/ml C. INFERIOR 2-PER 1"X1" ROJO PESO= 2.10 kg/ml \A1;DIAGONAL VR \A0;Ø 5/8" LISA (COLD ROLL) W= 1.56 kg/ml 5 C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) W= 1 kg/ml VIGA JOIST-2 26PJ6 ENTREPISO W= 24.5 kg/ml \W9.68849; VAA-2 PB \W9.52776; PESO= 4269.57 kg/ml C. SUPERIOR HSS 7" X 7" PESO= 62.58 kg/ml C. INFERIOR HSS 7" X 7" PESO= 62.58 kg/ml DIAGONAL HSS 5" X 5" PESO= 42.31 kg/ml VERTICAL PER 5" X 5" VERDE PESO= 42.31 kg/ml 5 5 5 VIGA JOIST-3 14PJ6 ENTREPISO W= 19.8 kg/ml 5 5 3 mm VAA-2 PB PESO= 4269.57 kg/ml VIGA JOIST-2 26PJ6 W= 24.5 kg/ml VIGA JOIST-1 16PJ6 W= 20.2 kg/ml \W5.33219; DETALLE DE TRASLAPE \W8.19960; VIGA JOIST 177.8000000001612 100.0000000000227 77.8000000001384 114.7000000000844 117.9000000001906 25.00000000009095 25.00000000009095 100.0000000000228 77.80000000013843 4 mm VAA-2 PB PESO= 4269.57 kg/ml 177.8000000001612 \A1;77.80 \A1;100 \A1;77.80 \A1;100 \A1;25 \A1;25 \A1;100 \A1;77.80 \A1;100 \A1;77.80 \A1;114.70 \A1;117.90 4 mm VIGA JOIST-2 26PJ6 W= 24.5 kg/ml \W5.33219; DETALLE DE TRASLAPE \W8.19960; VIGA JOIST VAA-2 PB PESO= 4269.57 kg/ml 177.8000000001612 VAA-2 PB PESO= 4269.57 kg/ml 177.8000000001612 VIGA JOIST-3 14PJ6 W= 19.8 kg/ml -573.4379958809419 -573.4379958809419 -573.4379958809419 -573.4379958809419 -573.4379958809419 -573.4379958809419 -573.4379958809419 -573.4379958809419 \A1;177.80 \A1;177.80 \A1;177.80 \A1;114.70 \A1;117.90 \A1;25 \A1;25 \A1;177.80 \A1;610 \A1;325 \A1;203.20 \A1;203.20 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;325 \A1;6750 \A1;465 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;465 \A1;8250 \A1;203.20 \A1;203.20 \A1;210 \A1;610 \A1;610 \A1;610 \A1;203.20 \A1;203.20 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;210 \A1;5300 \A1;468.028 \A1;673.173 \A1;431.335 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;610 \A1;5500 \A1;310 \A1;310 \A1;203.19 \A1;203.20 \A1;406 \A1;88.70 \A1;38 \A1;330 \A1;12.70 \A1;38 \A1;38 \A1;38 \A1;477.963 \A1;406 \A1;114.70 \A1;51 \A1;304 \A1;51 \A1;12.70 \A1;51 \A1;51 \A1;15.90 \A1;51 \A1;51 \A1;660 \A1;117.90 \A1;558 \A1;51 \A1;51 \A1;356 \A1;114.70 \A1;51 \A1;254 \A1;12.70 \A1;51 \A1;51 \A1;51 \A1;100 \A1;100 \A1;100 \A1;100 \A1;127.00 \A1;100 \A1;100 \A1;100 \A1;100 \A1;177.80 \A1;610 \A1;325 \A1;203.20 \A1;610 \A1;610 \A1;610 \A1;465 \A1;203.20 \A1;468.028 \A1;465 \A1;610 \A1;610 \A1;203.20 \A1;203.20 \A1;610 \A1;610 \A1;210 \A1;681.1065 \A1;177.80 \A1;1024 \A1;1328 \A1;660 \A1;356 \A1;203.20 \A1;610 \A1;610 \A1;325 \A1;100 \A1;27 5 5 99.99983750526553 5 \A1;36.50 \A1;100 \A1;63.50 \A1;950 5 5 5 5 2 1 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 CORTE A-A' A A' B B' C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml 5 \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) W= 1 kg/ml VIGA JOIST-1 16PJ6 ENTREPISO W= 20.2 kg/ml C. SUPERIOR 2-PER 1"X1" ROJO PESO= 2.10 kg/ml C. INFERIOR 2-PER 1"X1" ROJO PESO= 2.10 kg/ml \A1;DIAGONAL VR \A0;Ø\H0.65385x; 5/8" LISA (COLD ROLL) W= 1.56 kg/ml 5 A A' B B' C. SUPERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml C. INFERIOR 2-PER 2" X 2" VERDE PESO= 4.54 kg/ml A A' B B' 5 \A1;DIAGONAL \A1; \A1;VR Ø\A1; 1/2" LISA (COLD ROLL) \A1;W= 1 kg/ml 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 \A1;C. SUPERIOR 2-PER 1 \S1/2;" X 1 \S1/2;" VERDE PESO= 3.29 kg/ml \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) PESO= 1 kg/ml 5 5 5 5 5 5 5 \A1;C. INFERIOR 2-PER 1 \S1/2;" X 1 \S1/2;" VERDE PESO= 3.29 kg/ml A A' B B' \A1;C. SUPERIOR 2-PER 1 \S1/2;" X 1 \S1/2;" VERD PESO= 3.29 kg/ml \A1;C. INFERIOR 2-PER 1 \S1/2;" X 1 \S1/2;" VERDE PESO= 3.29 kg/ml \A1;DIAGONAL VR \A0;Ø 1/2" LISA (COLD ROLL) W= 1 kg/ml 5 VIGA JOIST-2 26PJ6 ENTREPISO W= 24.5 kg/ml VIGA JOIST-3 14PJ6 ENTREPISO W= 19.8 kg/ml PLANO DE DETALLES DE VIGAS JOIST ENTREPISO CORTE A-A' CORTE A-A' CORTE B-B' CORTE B-B' CORTE B-B' TABLA DE PROPIEDADES DE VIGAS JOIST ENTREPISO PROPUESA DESIGNACION PERALTE NOMINAL CMS MOMENTO RESISTENTE KG.M REACCION MAXIMA EN EXTREMOS MOMENTO DE INERCIA CM4 PESO APROXIMADO KG/ML CAPASIDAD DE CARGA ADMISIBLE CM +CV N° DE ATIEZADORES ENTREPISO \W5.99512; VJ-1 \W5.87785; VJ-2 \W5.85214; VJ-3 \W9.32142; HYLSA \W9.32142; HYLSA \W5.07630; 16PJ6 \W5.14782; 26PJ6 \W5.05769; 14PJ6 \W5.96226; 40.6 \W5.44293; 66.00 \W5.91722; 35.6 \W5.69293; 6340 \W5.12463; 10789 \W5.66787; 5456 \W5.71290; 4227 \W5.68197; 5395 \W5.68913; 4365 \W5.69035; 6073 \W5.25027; 17481 \W5.69364; 4496 \W5.95453; 20.2 \W5.94293; 24.5 \W5.85601; 19.8 \W5.62849; 1200 \W5.62463; 1349 \W5.60730; 1746 \W6.21060; \A1;2 HILERAS \W1.40776; \A1;VARILLA DE 1/2" \W1.40776; \A1;@ 2.25 \W5.87334; VJ-4 \W6.18740; \A1;3 HILERAS \W1.40776; \A1;VARILLA DE 1/2" \W1.40776; \A1;@ 2.0625 \W6.21060; \A1;2 HILERAS \W1.40776; \A1;VARILLA DE 1/2" \W1.40776; \A1;@ 1.7666 \W5.05769; 16PJ3 \W5.94364; 40.6 \W5.81800; 4221 \W5.66593; 3069 \W5.69622; 4410 \W5.85730; 14.3 \W5.60730; 1116 \W6.21060; \A1;2 HILERAS \W1.40776; \A1;VARILLA DE 1/2" \W1.40776; \A1;@ 1.8333 \W9.32142; HYLSA \W9.32142; HYLSA PLANO DE VIGAS JOIST ENTREPISO D N V L O V E N O E O O N ALERE FLAMMAM VERITATIS I D A D I V E R S V N A V T M A U Q I T E T U R C E D A D R A U N L F A U A C L T A \W5.99925; UNIVERSIDAD AUTÓNOMA DE NUEVO LEÓN \W7.71256; FACULTAD DE ARQUITECTURA \W9.00852; ESTRUCTURAS DE ACERO DETALLE 01 \H0.625x;S/E. DETALLE 02 \H0.625x;S/E. DETALLE 03 \H0.625x;S/E. \W5.99512; VJ-1 \W5.41034; ELEMENTO \W9.63075; TABLA DE CUANTIFICACION DE MATERIALES VIGAS JOIST ENTREPISO \W2.78147; DESIGNACION \W1.21446; PESO UNITARIO \W5.53764; kg/ml \W6.03534; LONGITUD \W6.20968; mts \W6.17709; CANTIDAD \W5.75929; pzas \W3.99539; PESO TOTAL \W6.73352; kg \W5.87785; VJ-2 \W5.87076; VJ-3 \W5.87334; VJ-4 \W5.07630; 16PJ6 \W5.14782; 26PJ6 \W5.07630; 14PJ6 \W5.07630; 16PJ3 \W5.95453; 20.2 \W5.94293; 24.5 \W5.87463; 19.8 \W5.87592; 14.3 \W5.93584; 6.75 \W5.93262; 8.25 \W5.93906; 5.30 \W5.93906; 5.50 \W6.62463; 18 \W6.62463; 18 \W6.62463; 18 \W7.18197; 7 \W8.90003; 2454.30 \W8.86266; 3638.25 \W8.76601; 1888.92 \W9.86395; 550.55 \W8.57658; TOTAL= \W8.88843; 8532.02 5 5 5 5 VIGA JOIST-4 16PJ3 ENTREPISO W= 14.3 kg/ml 5 5 5 5 \W1.72181; ESC: 1:20 \A1;LAMINA GALVANIZADA ENTREPISO LOSACERO SECCION 4 CALIBRE 24 IMSA \A1;(ANCHO EFECTIVO)

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, building, Design, DETAIL, details, DWG, extreme, floor, joist, joists, office, open, placement, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier