Suspension Bridge – Project DWG Full Project for AutoCAD

Suspension Bridge – Project DWG Full Project for AutoCAD

Suspension bridge – Project – Details

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

variable, Format run before printing, red yellow blue light blue rest, scale print on black white, rectangular tube, channel, detail, esc, pin, metal structure of the pedestrian bridge esc, existing reinforced concrete beam, anchor bolt self-excavated hda diameter mm mm hilti similar embed, griddle, plant, rectangular tube, detail, orifice, pin, Steel cable, strobe, griddle, detail, interior view, esc, orifice, pin, strobe, griddle, interior view, esc, griddle, Steel cable, rectangular tube, channel, channel, channel, angle, channel, channel, variable cable tie suspended, existing stair, channel, channel, angle, channel, rectangular tube, rectangular tube, channel, channel, angle, channel, detail, channel, angle, detail, rectangular tube, channel, rectangular tube, channel, channel, angle, channel, variable cable tie suspended, existing concrete beam, pin, strobe, existing concrete beam, griddle, lifting cut, anchor bolt self-excavated hda diameter mm mm hilti similar embed, mesh mm, cutting connector view detail, solid slab, detail of the floor slab, esc, channel detail, angle, cutting connector, Detail of the cutting connector, esc, esc, mezzanine stands, griddle, anchor bolt self-excavated hda mm size similar, existing beam of, cartelas, Steel cable, lift cut detail, esc, bottom view, detail, esc, Existing reinforced concrete column, existing reinforced concrete beam, griddle, plant, cut, anchor bolt self-excavated hda diameter mm mm hilti recess similar, existing concrete column, griddle, Steel cable, cut cross section of the entrance hall bridge, Steel cable, griddle, exterior view, esc, variable, concrete slab, mesh, cut, angle, esc, detail, concrete slab, rectangular tube, detail, side view, variable, rectangular tube, angle, detail, existing bleachers minimum solid slab, detail, existing beam of the second floor, Longitudinal elevation of the entrance hall bridge, rectangular tube, railing see architecture, rectangular tube, railing see architecture, esc, channel, existing reinforced concrete beam, anchor bolt self-excavated hda diameter mm mm hilti recess similar, channel, plant, griddle, channel, anchor bolt self-excavated hda diameter mm mm hilti similar embed, cut, detail, rectangular tube, railing see architecture, rectangular tube, railing see architecture, Steel cable, existing bleachers solid slab esp. minimum, Existing slab, existing beam, Steel cable, note: the levels of all the existing elements are taken from the structural plans of the existing construction of the architectural plans that must be verified by the engineer, so it is likely that during the construction there will be incompatibilities with the plans if they are important should be consulted with the designer.

Raw text data extracted from CAD file:

450 350 50 50 125 100 100 150 325 500 100 300 450 350 125 13 122 381 13 150 500 300 200 100 50 80 300 80 50 125 125 400 .17 2.00 100 Variable 10" 30 5" 6" 2" 10" 4" 1.10 125 400 300 300 400 300 125 Formato 1.46 x .88 Ejecutar "regen" antes de imprimir Rojo .15 Amarillo .20 \C3;Verde .30 Celeste .40 Azul .50 \C6;Magenta .60 Resto .10 Escala 1/50 Imprimir en blanco y negro Tubo rectangular 6" x 10" x 1/4" Canal 6" x 8.2 . Detalle 5 esc 1/10 Pin Ø 1" Estructura metalica del puente peatonal (planta) esc 1/50 Viga de concreto armado existente 450.0000742858902 350.0000293329776 Perno de anclaje autoexcavado HDA diámetro 12 mm y 125 mm de empotramiento de Hilti o similar 49.99997066702235 50.00007428589015 TR 6" x 10" x 1/4" Plancha e = 3/8" Planta 125.0000000000227 Tubo rectangular 6" x 10" x 1/4" Tubo rectangular 6" x 10" x 1/4" Detalle 6 Detalle 4 Detalle 5 3/8" Orificio Ø 1" Pin Ø 1" Cable de acero Ø 5/8" 1 x 7 (6/1) Estrobo Plancha e = 3/8" 100.0000000002046 Detalle 1 Vista interior esc 1/10 Orificio Ø 1" Pin Ø 1" Estrobo Plancha e = 3/8" 100.0000000002046 Vista interior esc 1/10 Plancha 80 x 80 x 1/4" Plancha 80 x 80 x 1/4" Cable de acero Ø 5/8" 1 x 7 (6/1) 150.0 Tubo rectangular 6" x 5" x 1/4" Tubo rectangular 6" x 5" x 1/4" Tubo rectangular 6" x 5" x 1/4" TR 6" x 5" x 1/4" TR 6" x 5" x 1/4" Canal 6" x 8.2 . Canal 6" x 8.2 . Canal 6" x 8.2 . Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Canal 6" x 8.2 . . Canal 6" x 8.2 Tirante .10 x variable x 1/4" suspendido de cable Ø 5/8" Tirante .10 x variable x 1/4" suspendido de cable Ø 5/8" 1 1 Escalera existente Canal 6" x 8.2 . Canal 6" x 8.2 Canal 6" x 8.2 Angulo 2" x 2" x 3/16" VE .30 x .60 VE .30 x .60 Canal 6" x 8.2 . . Tubo rectangular 6" x 10" x 1/4" . Tubo rectangular 6" x 5" x 1/4" Tubo rectangular 6" x 5" x 1/4" TR 6" x 5" x 1/4" TR 6" x 5" x 1/4" Canal 6" x 8.2 . . . . Canal 6" x 8.2 Canal 6" x 8.2 Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" . Canal 6" x 8.2 . Detalle 4 Detalle 4 Canal 6" x 8.2 Angulo 2" x 2" x 3/16" Detalle 5 VE .30 x .60 Tubo rectangular 6" x 10" x 1/4" . . Canal 6" x 8.2 Tubo rectangular 6" x 5" x 1/4" Canal 6" x 8.2 . Canal 6" x 8.2 . Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Angulo 2" x 2" x 3/16" Canal 6" x 8.2 1 1 Tirante .10 x variable x 1/4" suspendido de cable Ø 5/8" Tirante .10 x variable x 1/4" suspendido de cable Ø 5/8" Viga de concreto existente 5 Pin Ø 3/4" Estrobo 5 100.0 Viga de concreto existente 300.0 450.0000742858902 350.0000742858674 Plancha e = 3/8" TR 6" x 10" x 1/4" Corte Elevación 1/4" 125.0 Perno de anclaje autoexcavado HDA diámetro 12 mm y 125 mm de empotramiento de Hilti o similar . Malla Ø 6 mm a .15 . Conector de corte Ø 3/8" a .40 Ver detalle Losa maciza e = .03 Detalle de la losa del piso esc 1/10 12.75000000009641 Detalle de canal 6"x8.2 angulo 2"x2"x3/16" Conector de corte Ø 3/8" Detalle del Conector de corte esc 1/2.5 122.0000000000709 380.9999999998581 12.75000000009641 esc 1/10 Gradas de mezanine Plancha 300 x 500 x 3/8" Perno de anclaje autoexcavado HDA de Hilti, tamaño M16 (Ø 5/8" x 190 mm de empotramiento) o similar Viga existente de .40 x .60 2 cartelas e = 3/8" Cable de acero Ø 5/8" 1 x 7 (6/1) Detalle 3 Corte Elevación esc 1/10 5 499.9985003861184 299.9999999971806 Vista inferior Detalle 6 esc 1/10 TR 6" x 10" x 1/4" Columna de concreto armado existente 200.0 100.0001036188905 Viga de concreto armado existente Plancha e = 3/8" 50.00000000002274 79.99999999999545 Planta Corte 300.0 Perno de anclaje autoexcavado HDA diámetro 12 mm y 125 mm de empotramiento de Hilti o similar 80.00000000001819 50.0 Columna de concreto existente 125.0 TR 6" x 10" x 1/4" Plancha e = 3/8" 1/4" 125.0 400.0 Cable de acero Ø 5/8" 1 x 7 (6/1) Cable de acero Ø 5/8" 1 x 7 (6/1) 0.1702552729527724 Corte 1 -1 Corte transversal del puente del hall de ingreso 1.999999999999545 Cable de acero Ø 5/8" 1 x 7 (6/1) Plancha e = 3/8" 100.0000000002274 Vista exterior esc 1/10 5 5 29.99999999999545 5 5 TR 6" x 5" x 1/4" TR 6" x 10" x 1/4" 4" x variable x 3/8" 5 Losa de concreto f´c=175 kg/m2 1/4" Malla Ø 6mm a .15 Corte 1 - 1 angulo 2"x2"x3/16" 3/8" esc 1/10 Detalle 2 Losa de concreto e = .03 NE +3.60 Tubo rectangular 6 x 10 x 1/4 Detalle 1 Detalle 2 TR 6" x 5" x 1/4" 5 5 Vista lateral TR 6" x 10" x 1/4" 4" x variable x 1/4" Tubo rectangular 6 x 10 x 1/4 1.100000000000136 Angulo 2" x 2" x 3/16" . Detalle 5 Graderías existentes Losa maciza e mínimo = .20 Detalle 3 Viga existente del segundo piso Elevación longitudinal del puente del hall de ingreso Tubo rectangular 10 x 6 x 1/4 Baranda ver arquitectura 1 1 Tubo rectangular 10 x 6 x 1/4 Baranda ver arquitectura esc 1/25 125.0000000000114 Canal 6" x 8.2 Viga de concreto armado existente TR 6" x 10" x 1/4" Perno de anclaje autoexcavado HDA diámetro 12 mm y 125 mm de empotramiento de Hilti o similar Canal 6" x 8.2 400.0 300.0000586659553 Planta 300.0 400.0 300.0 125.0 Plancha e = 3/8" TR 6" x 10" x 1/4" Canal 6" x 8.2 Canal 6" x 8.2 Perno de anclaje autoexcavado HDA diámetro 12 mm y 125 mm de empotramiento de Hilti o similar . 1/4" Corte Detalle 4 1 1 Tubo rectangular 10 x 6 x 1/4 Baranda ver arquitectura Tubo rectangular 10 x 6 x 1/4 Baranda ver arquitectura Cable de acero Ø 1/2" 1 x 7 (6/1) Graderías existentes Losa maciza esp. mínimo = .20 Losa existente Viga existente Cable de acero Ø 1/2" 1 x 7 (6/1) NOTA: Las anotaciones, detalles, niveles de todos los elementos existentes son tomados de los planos estructurales de la construcciòn existente y de los planos de arquitectura que deberàn ser verificados por el ingeniero residente, por lo que es probable que durante la construcciòn se encuentren incompatibilidades con los planos y en caso de ser importantes se deberà consultar con el proyectista. 3/8"

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bridge, details, DWG, full, Project, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier, suspension