Lightened Slab Axes DWG Detail for AutoCAD

Ssimple lightweight slab with axes and some details of the slab in three levels and details of beams designed.

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

beam light, lightened ceiling floor, esc:, level, level, of columns plates, scale, detail of joints, Viguet, Viguet, Viguet, Viguet, Viguet, Viguet, Viguet, Viguet, Viguet, lightened ceiling floor, esc:, lightened ceiling floor, esc:, overlapping picture, bottom layer, overlapping area type, bottom layer, overlapping area type, overlapping area type, bottom layer, overlapping area type, bottom layer, beam light, overlapping area type, top layer, of overlaps allowed in, kind, spun wires, Wall, øs column, jagged, brick k.k., Mooring between column walls, macisa, if there is not, crossing of beams, principal, steel for temperature, lightened, values of, kind, distribution, rest, rest, of stirrups of beams, column, cm., cm., Bent stirrups, beams columns, beam, for all that is specified, the national building regulations are in force, Any section of column whose length is less will be maximum every cm. apart from the confinement of knots., the partition will be of brick tambourine will rise its final height after the stripping of the lightened respective beam., the load-bearing walls will be brick type IV clay with the bricks will be manufactured according to norms itintec will have a minimum resistance the compression of settle with pi pic mortar., Tensor column plant, kind, concentrate, column, according to picture, anchor detail, of column: cr in beam, of beam, According to picture, the joints, that overlap less than the, do the splices outside the area, They will be cm., the bars, of confinement.

Raw text data extracted from CAD file:

\A1;L \A1;a \A1;2/3a \A1;3.58 \A1;3.58 \A1;3.97 \A1;3.71 \A1;3.58 \A1;5.11 \A1;2.30 \A1;5.21 \A1;5.11 \A1;2.30 \A1;5.21 \A1;3.76 \A1;3.58 \A1;3.58 \A1;3.97 \A1;3.71 \A1;3.58 \A1;5.11 \A1;2.30 \A1;5.21 \A1;5.11 \A1;2.30 \A1;5.21 \A1;3.76 \A1;3.58 \A1;3.58 \A1;3.97 \A1;3.71 \A1;3.58 \A1;5.11 \A1;2.30 \A1;5.21 \A1;5.11 \A1;2.30 \A1;5.21 \A1;3.76 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L = LUZ DE VIGA \A1;L/4 0.10 0.20 0.25 0.20 0.15 0.20 0.20 0.15 0.25 0.20 0.25 0.20 0.25 \A1;.40 \A1;.40 \A1;L \A1;L \A1;L \A1;L \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.025 (libres) \A1;0.15 \A1;0.05 \A1;0.025 (libres) \A1;0.20 \A1;a \A1;45.00° \A1;45.00° \A1;.15 \A1;.30 \A1;0.25 \A1;0.25 \A1;0.20 ALIGERADO TECHO 1er PISO S/C = 200 Kg / m2 ESC: 1/50 L (ver encofrado) a NIVEL 2/3a (Ver encofrado) NIVEL DE COLUMNAS y PLACAS Escala 1/25 DETALLE DE EMPALMES 5 5 A B C 5 1 2 5 5 A B C 5 5 5 D E F 5 5 5 D E F 5 1 2 5 5 A B C 5 1 2 5 5 A B C 5 5 5 D E F 5 5 5 D E F 5 1 2 5 5 A B C 5 1 2 5 5 A B C 5 5 5 D E F 5 5 5 D E F 5 1 2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VA-3 VA-2 VA-2 VA-2 VA-2 VA-2 VS-1 VB-1 5 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 1d1/2" 1d1/2" A 8 VIGUET. A 12 VIGUET. A 12 VIGUET. VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VA-3 VA-2 VA-2 VA-2 VA-2 VA-2 VS-1 VB-1 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" A 8 VIGUET. A 12 VIGUET. A 12 VIGUET. VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VS-2 VA-3 VA-2 VA-2 VA-2 VA-2 VA-2 VS-1 VB-1 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" A 8 VIGUET. A 12 VIGUET. A 12 VIGUET. ALIGERADO TECHO 2do PISO S/C = 200 Kg / m2 ESC: 1/50 ALIGERADO TECHO 3er PISO S/C = 200 Kg / m2 ESC: 1/50 CUADRO TRASLAPES L/4 L/4 L/4 L/4 CAPA INFERIOR ZONA DE TRASLAPE TIPO A CAPA INFERIOR ZONA DE TRASLAPE TIPO A 0.70 0.70 1.25 1.20 0.40 0.40 A B 0.45 0.45 0.60 0.60 Ø 3/4" Ø 1" Ø 3/8" Ø Ø 1/2" Ø 5/8" (escala 1:25) ZONA DE TRASLAPE TIPO A CAPA INFERIOR ZONA DE TRASLAPE TIPO A CAPA INFERIOR L = LUZ DE VIGA L/4 ZONA DE TRASLAPE TIPO B CAPA SUPERIOR \C241;DETALLE DE TRASLAPES PERMITIDOS EN VIGAS\fArial|b0|i0|c204|p34; 2d 3/8" 0.10 VB 5d 1/2 0.20 VA-2 0.25 4d 3/8" 0.20 0.15 VS-1 VS-2 4d 1/2 0.20 4d 1/2" 0.20 0.15 VB-1 0.25 VA 4d 1/2 0.20 0.25 6d 1/2 0.20 VA-3 0.25 \C241;D E T A L L E V I G A S TIPO 2 TIPO 1 TIPO 2 TIPO 2 TIPO 1 TIPO 2 TIPO 3 5 5 2 Alambres # 8 @ 3 hiladas muro Øs de columna \A1;Muros dentados \A1;Muros dentados ladrillo K.K. \C241; AMARRE ENTRE MURO Y COLUMNA (escala 1:25) \A1;losa macisa L L L Ø3/8" (adicionales si no hay columna) L \C241;PLANTA CRUCE DE VIGAS (escala 1:25) 0.30 0.10 0.10 0.025 (libres) Ø Principal Acero para Temperatura Ø 6mm@ 0.25 0.15 0.05 0.025 (libres) 0.20 \C241;DETALLE ALIGERADO (escala 1:25) Valores de L 3/8" 1/2" Ø 0.40 0.45 L (m) 5/8" 0.60 3/8" 6mm 1 3 2 Ø Tipo Distribución 1@0.05, 4@0.10, 3@0.15, Resto @ 0.20 c/extremo 1@0.05, 5@0.10, Resto @ 0.20 c/extremo 1@0.05, 5@0.10, 2@0.15, Resto @ 0.30 c/extremo 6mm 6mm 4 1@0.05, RESTO @0.10 \C241;CUADRO DE ESTRIBOS DE VIGAS d de columna a r 8 cm. 12 cm. r a 1/4" d 3/8" 5 2 cm. 3 cm. 5 \C241;DETALLE DOBLADO ESTRIBOS \C241;EN COLUMNAS Y VIGAS ó viga 4.- Para todo lo especificado rige el Reglamento Nacional de Edificaciones 3.- Todo tramo de columna cuya longitud sea menor a 1.5 m se estribará máximo cada 10 cm. Aparte del confinamiento de nudos. 2.- La Tabiquería será de ladrillo Pandereta y se elevará a su altura final luego del desencofrado del aligerado ó viga respectiva. 1.- Los muros portantes seran de ladrillo K-K de arcilla tipo IV con f'm= 35 kg/cm2 . Los ladrillos se fabricarán según Normas ITINTEC y tendrán una resistencia mínima a la compresión de 95 kg/cm2 y se asentaran con mortero PI ó PIC. \C241;NOTAS: 4 Øs 1/2" 5 5 (escala 1:25) PLANTA COLUMNA TENSOR T1 TIPO 2 0.25 0.25 CONCENTRAR Columna SEGUN CUADRO DETALLE DE ANCLAJE DE COLUMNA :CR EN VIGA @ 0.10 s de Viga SEGUN CUADRO 0.20 -Para d 1/2" y d 3/8" los empalmes y que se traslapan menos del 75% de hacer los empalmes fuera de la zona seran de 0.30 cm. las barras (ds). de confinamiento.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, axes, barn, beams, cover, dach, designed, DETAIL, details, DWG, hangar, lagerschuppen, levels, lightened, lightweight, roof, shed, slab, structure, structures, terrasse, toit

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