Metal Roof Structure – Diagram Of Armor And Connections DWG Block for AutoCAD

Metal Roof Structure – Diagram Of Armor And Connections DWG Block for AutoCAD

Structure Metallic ceiling – Diagram of armor and connections

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

in., in., in., elevation section of frames supports, content:, have:, sheet, daniel antonio linares, edgar atilio soriano, alberth luis hernandez, university of el salvador oriental multidisciplinary faculty department of engineering architecture, the Savior, scales:, indicated, armor lift, scale, sections of the frames, scale, details of plate stud bolts, scale, details of armor supports, scale, in., plate connections, content:, have:, sheet, daniel antonio linares, edgar atilio soriano, alberth luis hernandez, university of el salvador faculty multisectoral eastern new engineering architecture, the Savior, scales:, indicated, Connection, constructive details of connections, scale, license plate, plate diagrams, scale, use steel for all structural elements. electrodes in all welds use the smaw protected metal arc welding method. all dimensions are in the English system bolts, welding detail box, of fillet of inch on both sides inches of length, of fillet of inch on the close side, of fillet of inch on the far side around the element, poles connections, scale, kips, in., license plate, in., license plate, in., license plate, in., license plate, in., license plate, in., license plate, in., kips, in., kips, in., kips, in., license plate, in., license plate, in., in., in., plate details, plate details, plate detail, plate detail, plate detail, plate detail, plate detail, variable, tensors, zinc alum, zinc alum, in., galvanized sheet, roof structural plant armature diagram, content:, have:, sheet, daniel antonio linares, edgar atilio soriano, alberth luis hernandez, university of el salvador oriental multidisciplinary faculty department of engineering architecture, the Savior, scales:, indicated, roof structural plant, scale, view in elation of armor, scale

Raw text data extracted from CAD file:

W GV D H Y D O S W S D Y H WV TP D \A1;8.33 ft \A1;8.33 ft \A1;8.33 ft \A1;8.33 ft \A1;8.33 ft \A1;8.33 ft \A1;50 ft \A1;8.33 \A1;8.33 \A1;8.33 \A1;8.33 \A1;8.33 \A1;8.33 \A1;50.00 \A1;9.10 ft \A1;20° \A1;20° \A1;20° \A1;36° \A1;20° \A1;20° \A1;16° \A1;36° \A1;48° \A1;48° \A1;20° \A1;28° \A1;3 in. \A1;1/2 in. \A1;1/2 in. \A1;2 in. \A1;2 in. \A1;1/4 in. \A1;3 in. \A1;1/4 in. \A1;4 in. \A1;4 in. \A1;2 in. \A1;3 in. \A1;4 in. \A1;4 in. \A1;2 in. \A1;2 in. \A1;20° \A1;1/4 in. \A1;3 in. \A1;1/4 in. \A1;4 in. \A1;4 in. \A1;19.69 in. \A1;19.69 in. \A1;4.25 in. \A1;5 in. \A1;2.5 in. \A1;1.25 in \A1;1.25 in. \A1;9.25 in. \A1;5 in. \A1;13.24 \A1;3.26 \A1;2.50 \A1;7.53 \A1;7.20 \A1;4.92 \A1;5.39 \A1;4.72 \A1;2.50 \A1;3.05 \A1;8.04 \A1;5.98 \A1;9.44 \A1;11.73 \A1;18.06 \A1;3.29 \A1;2.50 \A1;5.41 \A1;6.99 \A1;3.40 \A1;7.59 \A1;7.59 \A1;3.76 \A1;3.76 \A1;2.50 \A1;2.50 \A1;8.00 \A1;2.50 \A1;5.50 \A1;4.38 \A1;4.39 \A1;2.00 \A1;13.56 \A1;3.47 \A1;Variable \A1;100 in \A1;100 in \A1;100 in \A1;100 in \A1;100 in \A1;100 in \A1;18.5 ft \A1;18.5 ft \A1;18.5 ft \A1;18.5 ft \A1;18.5 ft \A1;18.5 ft \A1;18.5 ft \A1;18.5 ft \A1;50 ft \A1;148 ft ELEVACION ARMADURA, SECCION DE MARCOS Y APOYOS Contenido: Presentan: \A1;\S2/3;\H1.4286x; Hoja N°: DANIEL ANTONIO LINARES EDGAR ATILIO SORIANO ALBERTH LUIS HERNANDEZ UNIVERSIDAD DE EL SALVADOR FACULTAD MULDISCIPLINARIA ORIENTAL DEPARTAMENTO DE INGENIERÍA Y ARQUITECTURA \fArial|b0|i0|c0|p34;DE EL SALVADOR \fArial|b0|i0|c0|p34;UNIVERSIDAD Escalas: INDICADAS Elevación Armadura ESCALA 1 : 20 Secciones de los marcos ESCALA 1 : 5 Detalles de Pernos y placa en apoyos ESCALA 1 : 5 Detalles de apoyos de armaduras A y L ESCALA 1 : 5 \A1;100 in. \A1;100 in. \A1;100 in. \A1;100 in. \A1;100 in. \A1;100 in. \A1;109.2 in. \A1;8 in. CONEXIONES Y PLACAS Contenido: Presentan: \A1;\S3/3;\H1.4286x; Hoja N°: DANIEL ANTONIO LINARES EDGAR ATILIO SORIANO ALBERTH LUIS HERNANDEZ UNIVERSIDAD DE EL SALVADOR FACULTAD MULDISCIPLINARIA ORIENTAL \fTimes New Roman|b0|i0|c0|p18;DEPARTAMENTO DE INGENIERÍA Y ARQUITECTURA \fArial|b0|i0|c0|p34;DE EL SALVADOR \fArial|b0|i0|c0|p34;UNIVERSIDAD Escalas: INDICADAS Conexión A, L Conexión B, J Conexión C, K Conexión D, H Conexión E, I Conexión F Conexión G Detalles constructutivos de conexiones ESCALA 1 : 5 Placa PC1 Placa PC2 Placa PC3 Placa PC4 Placa PC5 Placa PC6 Placa PC7 Diagramas de placas ESCALA 1 : 4 · Utilizar acero A-36 para todos los elementos estructurales. · Electrodos E-70XX en todas las soldaduras · Utilizar el método de soldadura por arco metálico protegido SMAW. · Todas las dimensiones son en el sistema inglés · Pernos A325 Cuadro de detalle de soldadura \A1;Soldadura de filete de \S1/8;\H1.4286x; de pulgada en ambos lados y 2 pulgadas de longitud \A1;Soldadura de filete de \S1/8;\H1.4286x; de pulgada en el lado cercano \A1;Soldadura de filete de \S1/8;\H1.4286x; de pulgada en el lado lejano alrededor del elemento \A1;\S1/8; \A1;\S1/8; \A1;2 \A1;\S1/8; Conexiones de polines ESCALA 1 : 4 \A1;20° \A1;20° \A1;20° \A1;36° \A1;20° \A1;20° \A1;16° \A1;36° \A1;48° \A1;48° \A1;20° \A1;28° \A1;20° \A1;20° \A1;20° \A1;20° \A1;36° \A1;20° \A1;20° \A1;16° \A1;36° \A1;48° \A1;48° \A1;20° \A1;28° \A1;20° \A1;20° \A1;20° \A1;20° \A1;36° \A1;20° \A1;20° \A1;16° \A1;36° \A1;48° \A1;48° \A1;20° \A1;28° \A1;20° 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 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 8.33 ft 8.33 ft 8.33 ft 8.33 ft 8.33 ft 8.33 ft 50 ft 5 5 5 5 5 5 50.0 B D F C E G I K L A H J 9.10 ft 2618.4 lb Fa=15700 lb AC AB 5232.91 lb BC BD AB=38249.09 lb BC=5232.91 lb AC=35942.39 lb CE CD 5232.91 lb DF DE CD=8902.76 lb BD=38249.09 lb CE=28739.90 lb DE=7843.99 lb EG EF EG=21677.14 lb GF GI 5232.91 lb FH FI DF=30583.37 lb EF=10555.90 lb B D F C E G I K L A H J 10555.13 lb 38249.09 lb 38249.09 lb 30583.37 lb 35942.39 lb 28739.90 lb 21677.14 lb 5232.91 lb 7843.99 lb FG=0 lb 8902.76 lb 10555.13 lb 38249.09 lb 38249.09 lb 30583.37 lb 35942.39 lb 28739.90 lb 21677.14 lb 5232.91 lb 7843.99 lb 8902.76 lb 17.97 kips R1 R2 3 in. 1/2 in. 1/2 in. 2L2X3X3/16 Placa 1/4" Pu Pu/2 Pu/2 2 in. 2 in. 2L2X3X3/16 Placa 1/4" 3 in. 1/4 in. 1/4 in. 2L2X3X3/16 Placa 1/4" Pu Pu/2 Pu/2 4 in. 4 in. 2L2X3X3/16 Placa 1/4" 2 in. 3 in. 2L2X3X3/16 Placa 1/4" Pu/2 Pu/2 4 in. 4 in. 2L2X3X3/16 Placa 1/4" \A1;\S1/8; in. \A1;\S1/8; in. 3.92 kips R1 R2 2 in. 5.28 kips R1 R2 2 in. 35.94 kips 38.25 kips Rx Ry 3 in. 1/4 in. 1/4 in. 2L2X3X3/16 Placa 3/16" Pu Pu/2 Pu/2 4 in. 4 in. 2L2X3X3/16 Placa 3/16" 19.69 in. 19.69 in. 4.25 in. 5 in. 2L2X2X3/16 2.5 in. 1.25 in 1.25 in. 9.25 in. 5 in. \A1;\S1/8; \A1;4 \A1;\S1/8; \A1;\S1/8; \A1;1 \A1;\S1/8; \A1;1 \A1;\S1/8; \A1;1 \A1;\S1/8; \A1;1 \A1;\S1/8; \A1;1 \A1;\S1/8; \A1;1 DETALLES PLACA PC1 5 5 5 5 5 5 DETALLES PLACA PC2 5 5 5 5 5 DETALLE PLACA PC3 5 5 5 5 DETALLE PLACA PC4 5 5 5 5 5 DETALLE PLACA PC5 5 5 5 5 5 5 5 DETALLE PLACA PC6 5 5 5 5 5 5 5 DETALLE PLACA PC7 Variable \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; S=20° S=20° A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 \A1;\S1/8; Tensores Tensores Tensores Tensores Tensores Tensores Tensores Tensores Tensores Tensores Tensores Tensores \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;HSS3\S1#2;\H1.4286x;x3\H0.7x;\S1#2;\H1.4286x;X\H0.7x;\S5#16; \A1;\S1/8; \A1;Cumbreras \A1;Lámina Zinc Alum #22 A 1 100 in 100 in 100 in 100 in 100 in 100 in 2 3 4 5 6 7 18.5 ft 18.5 ft 18.5 ft 18.5 ft 18.5 ft 18.5 ft 18.5 ft 18.5 ft B C D E F G H I 50 ft 148 ft \A1;Lámina Zinc Alum #22 \A1;2L2X2X\S1#8; \A1;2L2X2X\S3#16; \A1;2L3X3X\S3#16; A C B D E F G H I J K L 1 2 3 4 5 6 7 100 in. 100 in. 100 in. 100 in. 100 in. 100 in. 109.2 in. 8 in. \A1;\S1/8; Lamina Galvanizada #22 PLANTA ESTRUCTURAL DE TECHO Y DIAGRAMA DE ARMADURA Contenido: Presentan: \A1;\S1/3;\H1.4286x; Hoja N°: DANIEL ANTONIO LINARES EDGAR ATILIO SORIANO ALBERTH LUIS HERNANDEZ UNIVERSIDAD DE EL SALVADOR FACULTAD MULDISCIPLINARIA ORIENTAL DEPARTAMENTO DE INGENIERÍA Y ARQUITECTURA \fArial|b0|i0|c0|p34;DE EL SALVADOR \fArial|b0|i0|c0|p34;UNIVERSIDAD Escalas: INDICADAS Planta Estructural de techo ESCALA 1 : 60 Vista en elavacion de la Armadura ESCALA 1 : 30

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	armor, autocad, barn, block, ceiling, connections, cover, dach, diagram, DWG, hangar, lagerschuppen, metal, metallic, roof, shed, structure, terrasse, toit