Reinforced Concrete Slab, One Way Rebar DWG Plan for AutoCAD

Reinforced Concrete Slab, One Way Rebar DWG Plan for AutoCAD

Structural plan for slab with unidirectional steel reinforcement, include shoulders and sections

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

a.s.e., pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, posss, pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, structural slab plane, in one direction, slab of light, title of the plane, plane number, discipline, sector, date:, scale:, reviewed, project title, calculating, graphic scale, existing overload, check dimensions on site with architectural plans, the responsibility of the designer is limited to the extent that the Bolivian standard is complied with the calculation hypotheses. any modification will be solely responsible for the owner, the construction process must be carried out by an authorized civil engineer authorized, security coefficients rm rm rm rm, heal according to cbh, standard for according to nb cbh, Added maximum size, high strength reinforcing steel, concrete type, general, pos, pos, pos, pos, pos, pos, pos, pos, scale section, scale section, scale section, pos, pos, posss, pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, pos

Raw text data extracted from CAD file:

U.M.S.A. R \A1;1.50 \A1;5.50 \A1;5.00 \A1;4.50 \A1;5.00 \A1;5.00 \A1;4.50 \A1;5.00 \A1;5.50 \A1;1.50 \A1;43.00 \A1;4.00 \A1;8.00 \A1;8.00 \A1;8.00 \A1;6.00 \A1;5.00 \A1;2.00 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.10 0,2 \A1;0.10 0,2 0,4 8.00 0,1 L = 7.7 40d10 c /20 POS 20 0,1 0,1 L = 7.7 40d10 c/20 POS 2 0,1 8.00 0,1 L=3.25 40d10 c/20 POS 20 0,1 8.00 0,1 L=7.7 40d10c/20 POS 20 0,1 4.00 0,05 L=3.7 20d10c20 POS 20 0,05 0,4 0,2 0,22 0,2 0,05 L=3.7 20d10 c/20 POS 1 0,05 0,1 L=7.7 40d10 c/20 POS 2 0,1 0,2 0,1 L=3.25 17d10 c/20 POS 6 0,1 0,2 0,18 0,1 1,05 0,05 0,85 0,05 0,85 0,05 0,05 0,2 1,152 0,2 0,05 0,852 0,05 0,05 0,852 0,05 0,2 0,2 0.15 0,2 0,2 1,17 1,155 1,081 0,15 0,15 0,15 1,183 0,05 0,883 0,05 0,596 0,592 L=4.45 23d10 c/20 POS 3 L=28.40 27d10 c/20 POS 10 L=6 20 d10 c/20 POS 1 L= 46 40d10 c/20 POS 2 L= 25.5 17d10c/20 POS 6 L = 15.5 23d 10 c/20 POS 3 L = 46 40d10 c/20 POS 2 L=9.90 30d10 c/20 POS 7 L=19.40 25 d10 c/20 POS 9 L=14.90 30d10 c/20 POS 8 L=11 40d10 c/20 POS 5 5,8 L=7.2 25d10c/20 POS 4 L=8.40 15d10 c/20 POS 15 L=11.80 15d10 c/20 POS 14 L=30.40 25d10 c/20 POS 11 L=35.40 22d10c20 POS 12 L=35.50 25d10 c/20 POS 17 L=19.40 22d10 c/20 POS 19 L=8.4 22d10 c/20 POS 18 L=30.40 25d10c/20 POS 11 L=28.40 27d10 c/20 POS 10 L=24.40 11d10 c/20 POS 16 L=5.50 25d10c/20 POSSS 13 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L3,25 25d10c/20 POS 21 L4,6 14d10+12 c/40 P28-29 L3,25 25d10c/20 POS 21 L4,6 14d10+12 c/40 P28-29 L3,25 25d10c/20 POS 21 L3,6 14d10+12 c/40 P26-27 L4,6 14d10+12 c/40 P28-29 L2,95 40d10 c/20 P 22 L4,1 13d10+12 c/40 P 30-31 L2,95 40d10 c/20 P 22 L4,92 14d10+12 c/40 P28-29 L2,95 40d10 c/20 P 22 L2,95 25d10c/20 P 24 L3,35 22d10 c20 P 33 L4,1 22d10 c/20 P32 L2,95 40d10 c/20 P 22 L4,6 22d10 c/20 P32 L2,95 17d10 c/20 P 23 L4,6 22d10 c/20 P32 L2,95 40d10 c/20 P 22 3,5 L3,1 25d10 c/20 P25 3,5 L3,35 13d10 12 c/40 34-35 L4,1 13d10+12 c/40 P 30-31 L4,6 14d10+12 c/40 P28-29 L2,95 30d10c/20 P 22 L4,6 14d10+12 c/40 P28-29 L2,95 40d10c/20 P 22 L2,95 40d10 c/20 P 22 L4,6 14d10+12 c/40 P28-29 L3,25 25d10c/20 POS 21 L3,25 25d10c/20 POS 21 L4,6 14d10+12 c/40 P28-29 L4,1 13d10+12 c/40 P 30-31 L3,25 25d10c/20 POS 21 L 3.4 40d10 c/20 POS 20 L4,6 14d10+12 c/40 P28-29 L4,6 14d10+12 c/40 P28-29 L3,6 14d10+12 c/40 P26-27 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L3,35 22d10 c20 P 33 L2,95 25d10c/20 P 24 L3,1 40d10 c/20 P25 L4,6 22d10 c/20 P32 L3,1 40d10 c/20 P25 4,6 L3,1 40d10 c/20 P25 L4,1 22d10 c/20 P32 L2,95 40d10 c/20 P 22 L2,95 30d10c/20 P 22 L2,95 30d10 c/20 P 22 L2,95 30d10 c/20 P 22 L=4.50 L=4.70 13d10 + 12 c/40 POS 34 - 35 L=4.70 13d10 + 12 c/40 POS 34 - 35 L=4.50 0,05 L=4.2 22d10 c/20 POS 19 0,05 0,05 L=4.7 25d10c/20 POS 17 0,05 0,05 L=4.7 25d10c/20 POS 13 0,05 0,05 L=4.20 25d10 c/20 POS 12 0,05 0,4 0,2 0,2 0,2 0,2 0,2 PLANO ESTRUCTURAL DE LA LOSA EN UNA DIRECCION LOSA ALIVIANADA 2 3 4 5 6 7 8 A B C D E D C B A 1 TITULO DEL PLANO Numero de Plano Disciplina Sector FECHA: ESCALA: Revisado Titulo Proyecto Calculista 1 5 7.5 2 3 4 ESCALA GRAFICA 10 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 7.- SOBRECARGA EXISTENTE 1.25 [KN/m2] 10.- VERIFICAR DIMENSIONES EN OBRA Y CON PLANOS DE ARQUITECTURA 9.- LA RESPONZABILIDAD DEL PROYECTISTA SE LIMITA EN LA MEDIDA EN QUE SE CUMPLA LA NORMA BOLIVIANA Y LAS HIPOTESIS DE CÁLCULO. CUALQUIER MODIFICACIÓN SERÁ DE EXCLUSIVA RESPONZABILIDAD DEL PROPIETARIO 8.- EL PROCESO CONSTRUCTIVO DEBERA ESTAR A CARGO DE UN INGENIERO CIVIL REGISTRADO Y AUTORIZADO 6.- COEFICIENTES DE SEGURIDAD g\fDutch801 Rm BT|b0|i0|c0|p18;c = 1.50, \fUniversalMath1 BT|b0|i0|c2|p18;g\fDutch801 Rm BT|b0|i0|c0|p18;s = 1.15, \fUniversalMath1 BT|b0|i0|c2|p18;g\fDutch801 Rm BT|b0|i0|c0|p18;f = 1.35, \fUniversalMath1 BT|b0|i0|c2|p18;g\fDutch801 Rm BT|b0|i0|c0|p18;f = 1.50 5.- ENCOFRAR, ARMAR, HORMIGONAR, Y CURAR SEGUN CBH 87 4.- NORMA PARA DISEÑO, SEGÚN NB CBH 87 3.- AGREGADO TAMAÑO MAXIMO 3/4" 2.- ACERO DE REFUERZO ALTA RESISTENCIA AH-400 N 1.- HORMIGON TIPO H 20.00 \fArial|b0|i0|c0|p34;NOTAS GENERALES 5 5 8.00 5 L = 7.7 40d10 c /20 POS 20 5 5 L = 7.7 40d10 c/20 POS 2 5 8.00 5 L=3.25 40d10 c/20 POS 20 5 8.00 5 L=7.7 40d10c/20 POS 20 5 4.00 5 L=3.7 20d10c20 POS 20 5 5 5 5 5 5 L=3.7 20d10 c/20 POS 1 5 5 L=7.7 40d10 c/20 POS 2 5 5 5 L=3.25 17d10 c/20 POS 6 5 5 SECCION A - A Escala 1 : 10 A A B B C C D D SECCION C - C Escala 1 : 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION D - D Escala 1 : 10 L=4.45 23d10 c/20 POS 3 L=28.40 27d10 c/20 POS 10 L=6 20 d10 c/20 POS 1 L= 46 40d10 c/20 POS 2 L= 25.5 17d10c/20 POS 6 L = 15.5 23d 10 c/20 POS 3 L = 46 40d10 c/20 POS 2 L=9.90 30d10 c/20 POS 7 L=19.40 25 d10 c/20 POS 9 L=14.90 30d10 c/20 POS 8 L=11 40d10 c/20 POS 5 5 L=7.2 25d10c/20 POS 4 L=8.40 15d10 c/20 POS 15 L=11.80 15d10 c/20 POS 14 L=30.40 25d10 c/20 POS 11 L=35.40 22d10c20 POS 12 L=35.50 25d10 c/20 POS 17 L=19.40 22d10 c/20 POS 19 L=8.4 22d10 c/20 POS 18 L=30.40 25d10c/20 POS 11 L=28.40 27d10 c/20 POS 10 L=24.40 11d10 c/20 POS 16 L=5.50 25d10c/20 POSSS 13 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L<> 25d10c/20 POS 21 L<> 14d10+12 c/40 P28-29 L<> 25d10c/20 POS 21 L<> 14d10+12 c/40 P28-29 L<> 25d10c/20 POS 21 L<> 14d10+12 c/40 P26-27 L<> 14d10+12 c/40 P28-29 L<> 40d10 c/20 P 22 L<> 13d10+12 c/40 P 30-31 L<> 40d10 c/20 P 22 L<> 14d10+12 c/40 P28-29 L<> 40d10 c/20 P 22 L<> 25d10c/20 P 24 L<> 22d10 c20 P 33 L<> 22d10 c/20 P32 L<> 40d10 c/20 P 22 L<> 22d10 c/20 P32 L<> 17d10 c/20 P 23 L<> 22d10 c/20 P32 L<> 40d10 c/20 P 22 5 L<> 25d10 c/20 P25 5 L<> 13d10 12 c/40 34-35 L<> 13d10+12 c/40 P 30-31 L<> 14d10+12 c/40 P28-29 L<> 30d10c/20 P 22 L<> 14d10+12 c/40 P28-29 L<> 40d10c/20 P 22 L<> 40d10 c/20 P 22 L<> 14d10+12 c/40 P28-29 L<> 25d10c/20 POS 21 L<> 25d10c/20 POS 21 L<> 14d10+12 c/40 P28-29 L<> 13d10+12 c/40 P 30-31 L<> 25d10c/20 POS 21 L 3.4 40d10 c/20 POS 20 L<> 14d10+12 c/40 P28-29 L<> 14d10+12 c/40 P28-29 L<> 14d10+12 c/40 P26-27 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L 3.4 40d10 c/20 POS 20 L<> 22d10 c20 P 33 L<> 25d10c/20 P 24 L<> 40d10 c/20 P25 L<> 22d10 c/20 P32 L<> 40d10 c/20 P25 5 L<> 40d10 c/20 P25 L<> 22d10 c/20 P32 L<> 40d10 c/20 P 22 L<> 30d10c/20 P 22 L<> 30d10 c/20 P 22 L<> 30d10 c/20 P 22 L=4.50 L=4.70 13d10 + 12 c/40 POS 34 - 35 L=4.70 13d10 + 12 c/40 POS 34 - 35 L=4.50 5 L=4.2 22d10 c/20 POS 19 5 5 L=4.7 25d10c/20 POS 17 5 5 L=4.7 25d10c/20 POS 13 5 5 L=4.20 25d10 c/20 POS 12 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, concrete, DWG, formwork, include, plan, rebar, reinforced, reinforced concrete, reinforcement, schalung, sections, slab, stahlbeton, steel, structural