Structural Plants DWG Block for AutoCAD

Structural Plants DWG Block for AutoCAD

Structuring plants for a two-story building based beams IPR; joist girders and steel columns. Plant structuring hinged sliding roof slab plant cover and structuring mezzanine slab based losacero with description sheet; welded mesh and structural concrete.

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

ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, ipr mm, polin mm, stairway cube, roof structure lam. galv. caliber, solid concrete flooring plant, mezzanine floor plan, esc:, steel structures, flat, san nicolas of the new lion, alere flammam, veritas, roofing plant, esc:, steel structures, flat, alere flammam, veritas, tube of, tube of, tube of, tube of, tube of, thicknesses properties of beams mooring beams trabes, polynesian, thicknesses properties of beams mooring beams trabes, mezzanine floor plan, esc:, steel structures, alere flammam, veritas, stairway cube, tube of, welded steel, galvanized steel section, structural, tube of, of structure joist system slab of mezzanine esc., element, table of quantification of materials system joist losacero mezzanine, designation, unit weight, mts length, quantity pzas, total weight kg, lam. galv., vol. concrete, welded Mesh, imsa, of slab, thickness slab cms, of slab, roll, vol. concrete, rolls, galvanized mezzanine, galv laminate properties table. mezzanine, lime. imsa, galvanized steel section, tube of, polynesian, ternium thickness caliber, of Union

Raw text data extracted from CAD file:

8000 6000 8000 10000 22000 28000 8000 10000 10000 8000 6000 28000 4000 8000 6000 8000 22000 8000 6000 8000 10000 8000 10000 22000 28000 8000 6000 8000 22000 10000 8000 6000 28000 4000 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 800 1000 1000 800 800 1200 1200 1200 1200 1200 1200 1200 800 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 1200 1200 1200 1200 1200 800 1200 1200 1200 1200 1200 1200 1200 800 800 2000 2000 2000 2000 2000 2000 2000 1200 1200 1200 1200 1200 2000 2000 2000 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 800 1000 1000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 2000 \A1;762.00 \A1;304.80 \A1;7.90 \A1;9.50 \A1;9.50 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;9.50 \A1;685.80 \A1;203.20 \A1;7.90 \A1;9.50 \A1;762.00 \A1;304.80 \A1;7.90 \A1;12.70 \A1;12.70 \A1;406.40 \A1;203.20 \A1;6.40 \A1;12.70 \A1;12.70 \A1;2.66 \A1;89.00 \A1;254.00 \A1;254.00 \A1;9.50 \A1;15.90 \A1;15.90 \A1;89.00 \A1;305.00 \A1;89.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;VC-1 IPR 16" X 12" SECCION=406.40 X 304.80 mm PESO=96 kg/m AREA=130.57 cm\S2^ ; Sx=1954cm\S3^ ; Ix=39700cm\S4^ ; 5 5 5 5 5 \A1;VC-3 IPR 16" X 12" SECCION=406.40 X 304.80 mm PESO=96 kg/m AREA=130.57 cm\S2^ ; Sx=1954cm\S3^ ; Ix=39700cm\S4^ ; 5 5 5 5 5 \A1;VC-5 IPR 16" X 12" SECCION=406.40 X 304.80 mm PESO=96 kg/m AREA=130.57 cm\S2^ ; Sx=1954cm\S3^ ; Ix=39700cm\S4^ ; \A1;VC-2 IPR 16" X 18" SECCION=381.00 X 203.20 mm PESO=61 kg/m AREA=75.81 cm\S2^ ; Sx=1129 cm\S3^ ; Ix=22933 cm\S4^ ; \A1;VC-4 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO=51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix=18321 cm\S4^ ; 5 5 5 5 5 \A1;VA-1 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO=51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix=18321 cm\S4^ ; 5 5 5 5 5 \A1;VA-2 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO=51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix=18321 cm\S4^ ; 5 5 5 5 5 \A1;VA-3 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO=51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix=18321 cm\S4^ ; \A1;T-1 IPR 16" X 12" SECCION=406.40 X 304.80 mm PESO=145 kg/m AREA=183.06 cm\S2^ ; Sx=2916 cm\S3^ ; Ix=59249 cm\S4^ ; \A1;406.40 \A1;304.80 \A1;15.90 \A1;6.40 \A1;15.90 \A1;381.00 \A1;203.20 \A1;6.40 \A1;12.70 \A1;12.70 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;406.40 \A1;304.80 \A1;7.90 \A1;25.40 \A1;25.40 \A1;406.40 \A1;304.80 \A1;15.90 \A1;6.40 \A1;15.90 \A1;406.40 \A1;304.80 \A1;15.90 \A1;6.40 \A1;15.90 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;762.00 \A1;304.80 \A1;7.90 \A1;9.50 \A1;9.50 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;406.40 \A1;203.20 \A1;6.40 \A1;9.50 \A1;9.50 \A1;762.00 \A1;304.80 \A1;7.90 \A1;12.70 \A1;12.70 -207.7331729751961 -207.7331729751961 -207.7331729751961 -207.7331729751961 -207.7331729751961 \A1;C-1 IPR 10" X 10" SECCION=254.00 X 254.00 mm PESO= 109 kg/m AREA=139.51 cm\S2^ ; -156.0505954067406 -156.0505954067406 -156.0505954067406 -156.0505954067406 -156.0505954067406 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 \A1;VC-1 IPR 30" X 12" SECCION=762.00 X 304.80 mm PESO= 100 kg/m AREA=117.04 cm\S2^ ; Sx=2869 cm\S3^ ; Ix=109323 cm\S4^ ; -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 \A1;T-2 IPR 30" X 12" SECCION=762.00 X 304.80 mm PESO= 100 kg/m AREA=117.04 cm\S2^ ; Sx=2869 cm\S3^ ; Ix=109323 cm\S4^ ; \A1;VC-2 IPR 27" X 8" SECCION=685.80 X 203.20 mm PESO= 73 kg/m AREA=91.64 cm\S2^ ; Sx=1863 cm\S3^ ; Ix=63869 cm\S4^ ; \A1;VC-3 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO= 51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix= 18321 cm\S4^ ; -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 \A1;VC-4 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO= 51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix= 18321 cm\S4^ ; -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 \A1;VA-1 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO= 51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix= 18321 cm\S4^ ; -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 \A1;VA-3 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO= 51 kg/m AREA=63.31 cm\S2^ ; Sx=902 cm\S3^ ; Ix= 18321 cm\S4^ ; \A1;VC-5 IPR 30" X 12" SECCION=762.00 X 304.80 mm PESO= 108 kg/m AREA=135.89 cm\S2^ ; Sx=3546 cm\S3^ ; Ix= 135114 cm\S4^ ; -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 -159.6761927881687 \A1;T-1 IPR 30" X 12" SECCION=762.00 X 304.80 mm PESO= 108 kg/m AREA=135.89 cm\S2^ ; Sx=3546 cm\S3^ ; Ix= 135114 cm\S4^ ; \A1;VA-2 IPR 16" X 8" SECCION=406.40 X 203.20 mm PESO= 61 kg/m AREA=75.81 cm\S2^ ; Sx=1129 cm\S3^ ; Ix= 22933 cm\S4^ ; \A1;POLIN-1 POLIN 12" X 3" X \S1#2;" SECCION=305.00 X 89.00 mm PESO= 10.64 kg/m AREA=13.24 cm\S2^ ; Sx=116.09 cm\S3^ ; Ix= 1769.21 cm\S4^ ; 5 5 6" (15.24 cm) 5 2-\S1#2;" (6.35 cm) 7.00000000000216 \A1;36" (91.44 cm) \A1;1-\S1#2;" (3.81 cm) \A1;6" (15.24 cm) \A1;2-\S1#2;" (6.35 cm) \A1;7.00 \A1;1-\S1#3;" (4.45 cm) \A1;L1 914.39999999983 10000.0 \A1;L2 \A1;L3 914.39999999983 8000.0 914.39999999983 6000.0 \A1;914.40 \A1;914.40 \A1;914.40 \A1;6000 \A1;8000 \A1;10000 8000 6000 8000 10000 8000 10000 22000 28000 8000 6000 8000 22000 10000 8000 6000 28000 4000 1200 1200 1200 1200 1200 800 1000.0 1-1/2" 1-1/4" 5 \A1;1000.00 \A1;1-1/4" \A1;1-1/2" \A1;2" 5 5 5 5 5 5 5 5 CUBO DE ESCALERAS \A1;VC-1 \A1; \A1;IPR 16" X 12" \A1;W=96 kg/ml \A1;VC-1 \A1; \A1;IPR 16" X 12" \A1;W=96 kg/ml \A1;VC-2 \A1; \A1;IPC 27" X 8" \A1;W=73 kg/ml \A1;VC-3 \A1; \A1;IPR 16" X 12" \A1;W=96 kg/ml 1 2 3 4 5 5 5 5 1 2 3 4 5 3´ 5 5 5 5 \A1;T-1 \A1; \A1;IPR 16" X 12" \A1;W=145 kg/ml \A1;T-1 \A1; \A1;IPR 16" X 12" \A1;W=145 kg/ml 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 \A1;T-1 \A1; \A1;IPR 16" X 12" \A1;W=145 kg/ml \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-3 \A1; \A1;IPR 16" X 12" \A1;W=96 kg/ml \A1;VC-1 \A1; \A1;IPR 16" X 12" \A1;W=96 kg/ml \A1;VC-2 \A1; \A1;IPR 15" X 8" \A1;W=61 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-3 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-5 \A1; \A1;IPR 16" X 12" \A1;W=96 kg/ml 5 5 5 5 1 2 3 4 5 3´ \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;PLANTA DE ESTRUCTURACIÓN \H0.66667x;\lLOSA AZOTEA CUBIERTA MULTY-TECHO 4" LAM. GALV. CALIBRE 26/26 PESO= 11.69 kg/ml \A1;VC-1 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml PLANTA DE ESTRUCTURACIÓN \H0.66667x;\lLOSA SÓLIDA DE CONCRETO ENTREPISO ESPESOR= 10cms \A1;VC-1 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VC-1 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VC-3 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-5 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;T-1 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;VC-2 \A1; \A1;IPC 27" X 8" \A1;W=73 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;T-1 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=61 kg/ml \A1;T-2 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;T-1 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;VA-3 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;T-2 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=61 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=61 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VC-2 \A1; \A1;IPR 15" X 8" \A1;W=61 kg/ml \A1; \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 PLANTA DE ESTRUCTURACIÓN ENTREPISO \W1.70764; ESC: 1:75 \W9.00852; ESTRUCTURAS DE ACERO PLANO N° 2 \W2.17876; SAN NICOLÁS DE LOS GARZA, NUEVO LEÓN 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 PLANTA DE ESTRUCTURACIÓN AZOTEA \W1.70764; ESC: 1:75 \W9.00852; ESTRUCTURAS DE ACERO PLANO N° 1 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 \A1;C2-PA IPR-10" X 10" \A1;C4-PA IPR-10" X 10" \A1;C3-PA IPR-10" X 10" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml 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 \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml 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 D C B A A C C' B B' D D' A' A C C' B B' D D' A' \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml 5 5 5 \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml 5 5 5 5 5 5 D C B A D C B A D C B A \A1;C1-PA IPR-10" X 10" \A1;C1-PA IPR-10" X 10" \A1;C1-PA IPR-10" X 10" \A1;C1-PA IPR-10" X 10" \A1;C1-PA IPR-10" X 10" \A1;C1-PA IPR-10" X 10" \A1;C1-PA IPR-10" X 10" \A1;C3-PA IPR-10" X 10" \A1;C3-PA IPR-10" X 10" \A1;C4-PA IPR-10" X 10" \A1;C4-PA IPR-10" X 10" \A1;C4-PA IPR-10" X 10" \A1;C2-PB IPR-10" X 10" \A1;C4-PB IPR-10" X 10" \A1;C3-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C3-PB IPR-10" X 10" \A1;C3-PB IPR-10" X 10" \A1;C4-PB IPR-10" X 10" \A1;C4-PB IPR-10" X 10" \A1;C4-PB IPR-10" X 10" \W0.67477; \LMEDIDAS, ESPESORES Y PROPIEDADES DE VIGAS CARGADORAS, VIGAS DE AMARRE Y TRABES S/E. \A1;2 POLÍNES 12" x 3" x \S1#2;" \A1;2 POLÍNES 12" x 3" x \S1#2;" \W0.67477; \LMEDIDAS, ESPESORES Y PROPIEDADES DE VIGAS CARGADORAS, VIGAS DE AMARRE Y TRABES S/E. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE ESTRUCTURACIÓN ENTREPISO \W1.70764; ESC: 1:75 \W9.00852; ESTRUCTURAS DE ACERO 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 5 5 5 5 5 5 2000 CUBO DE ESCALERAS \A1;VC-2 \A1; \A1;IPC 27" X 8" \A1;W=73 kg/ml 1 2 3 4 1 2 3 4 3´ \A1;VC-1 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VC-1 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VC-1 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VC-3 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VC-5 \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;T-1 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;VC-2 \A1; \A1;IPC 27" X 8" \A1;W=73 kg/ml \A1;VA-1 \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;T-1 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=61 kg/ml \A1;T-2 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;T-1 \A1; \A1;IPC 30" X 12" \A1;W=108 kg/ml \A1;VA-3 \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;T-2 \A1; \A1;IPC 30" X 12" \A1;W=100 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=61 kg/ml \A1;VA-2 \A1; \A1;IPR 16" X 8" \A1;W=61 kg/ml \A1;VA-1 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VA-1 \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-1 \A1;VJ-2 \A1;VJ-2 \A1;VJ-2 \A1;VC-4 \A1; \A1;IPR 16" X 8" \A1;W=51 kg/ml \A1;C4-PB \A1;C4-PB \A1;C4-PB \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml \A1;MALLA ELECTROSOLDADA H-6X6-03X03 \A1;LAMINA GALVANIZADA LOSACERO SECCION 36/15 CALIBRE 22 IMSA W= 8.33 kg/ml \A1;CONCRETO ESTRUCTURAL f'c= 200 kg/cm\S2^ ; \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml \A1;D-1 \A1;D-2 \LPLANTA DE ESTRUCTURACION SISTEMA JOIST LOSA CERO\l LOSA DE ENTREPISO ESC. 1:75 \W5.99512; VJ-1 \W5.41034; ELEMENTO \W9.31549; TABLA DE CUANTIFICACION DE MATERIALES SITEMA JOIST LOSACERO ENTREPISO \W2.78147; DESIGNACION \W1.17787; PESO UNITARIO \W5.51935; 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 \W5.07630; 18PJ6 \W5.07630; 16PJ3 \W5.93107; 20.7 \W5.86005; 14.3 \W5.93971; 8.00 \W5.94293; 6.00 \W6.69515; 36 \W6.75958; 11 \W9.89159; 5961.6 \W5.44450; 943.8 \W5.39359; LAM. GALV. \W0.54694; VOL. CONCRETO \W6.04047; MALLA \W0.87862; ELECTROSOLDADA \W5.46303; \A1;LOSACERO \W7.76626; \A1;SECCION 36/15 \W5.78430; \A1;CALIBRE 22 IMSA \W5.33481; \A1;CONCRETO \W7.60260; \A1;ESTRUCTURAL \W5.08371; \A1;f'c= 200kg/m\A1;\S2^ ; \W5.92352; 8.33 \W2.14086; \A1;AREA DE LOSA \W7.16960; \A1;506.10 m\A1;\S2^ ; \W6.80110; 61 \W7.89731; 4215.813 \W1.19885; ESPESOR LOSA \W5.26309; 7 cms \W2.14086; \A1;AREA DE LOSA \W7.16960; \A1;506.10 m\A1;\S2^ ; \W9.18081; ROLLO \W7.00298; 2.5 x 40 m \W0.51973; VOL. CONCRETO \W9.84576; 35.427 \W1.45504; \A1;36 m\A1;\S3^ ; \A1;CONCRETO \W9.85091; 506.10 \W9.97334; 2.5x40 \W5.54724; 5.061 \W6.56097; 5 ROLLOS \W4.37927; \A1;H-6X6-03X03 D C B A D C B A \A1;LAMINA GALVANIZADA ENTREPISO LOSACERO SECCIÓN 36/15 CALIBRE 22 \A1;(ANCHO EFECTIVO) \W6.49642; TABLA DE PROPIEDADES \W5.19487; LAMINA GALV. ENTREPISO DESIG.= SEC.36/15 CAL. 22 IMSA \A1;PESO= 8.33 kg/m\S2^ ; \A1;Ix(+)= 21.54 cm\S4^ ; \A1;Ix(-)= 25.39 cm\S4^ ; \A1;Sx(+)= 9.86 cm\S3^ ; \A1;Sx(-)= 10.08 cm\S3^ ; \A1;LAMINA GALVANIZADA LOSACERO SECCION 36/15 CALIBRE 22 IMSA W= 8.33 kg/ml \A1;L1 \A1;L2 \A1;L3 \A1;L1 \W7.46883; \A1;MALLA \W3.73533; \A1;ELECTROSOLDADA \W5.00620; \A1;H-6X6-03X03 \A1;C2-PB IPR-10" X 10" \A1;C3-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C1-PB IPR-10" X 10" \A1;C3-PB IPR-10" X 10" \A1;C3-PB IPR-10" X 10" \A1;C4-PB IPR-10" X 10" \A1;ATS TUBO DE 1/2" C-40 PESO= 1.23 kg/ml \A1;2 POLÍNES 12" x 3" x \S1#2;" \A1;2 POLÍNES 12" x 3" x \S1#2;" \A1;(ANCHO EFECTIVO) \A1;MULTY-TECHO TERNIUM ESPESOR 2" CALIBRE 26/26 W=11.69 kg/ml \A1;DETALLE DE UNION

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, based, beams, block, building, DWG, girders, ipr, joist, losacero, plants, stahlrahmen, stahlträger, steel, steel beam, steel frame, story, structural, structure en acier, structuring