Ribbed Slab DWG Detail for AutoCAD

structural detail of a ribbed slab of negative and positive moments with shading abacos

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

plan in plan, steels in sections, university: arias cayo ana maria carvajal mancilla leonardo fernandez gutierrez juan jose paco grandson soledad wild sources alex gary, u.m.r.p.s.f.x.ch., faculty of ing. civil eng. civil, subject: reinforced concrete ii, teacher: ing. mario f., help: univ. hugo ramos, flat:, of April of, plan in plan, negative steels, group:, university: arias cayo ana maria carvajal mancilla leonardo fernandez gutierrez juan jose paco grandson soledad wild sources alex gary, u.m.r.p.s.f.x.ch., faculty of ing. civil eng. civil, subject: reinforced concrete ii, teacher: ing. mario f., help: univ. hugo ramos, flat:, of April of, group:, plan in plan, positive steels

Raw text data extracted from CAD file:

\A1;5.50 m \A1;5.50 m \A1;5.50 m \A1;4.50 m \A1;4.50 m \A1;4.50 m \A1;0.9400 \A1;2.3360 \A1;1.2500 \A1;0.9400 \A1;0.3100 d12mm c/20cm \A1;6.65 m \A1;2.10 m \A1;4.50 m \A1;4.51 m \A1;4.49 m \A1;4.50 m \A1;4.50 m \A1;4.50 m \A1;3.80 m \A1;4.00 m \A1;2.40 m \A1;3.80 m \A1;4.00 m \A1;2.40 m \A1;4.00 m \A1;2.40 m \A1;4.00 m \A1;2.40 m \A1;4.00 m \A1;2.40 m \A1;1.80 m \A1;2.40 m \A1;1.80 m \A1;2.40 m \A1;1.80 m \A1;2.40 m \A1;1.80 m \A1;2.40 m \A1;1.80 m \A1;2.40 m \A1;1.13 m \A1;0.80 m \A1;2.90 m \A1;1.20 m d12mm c/20cm \A1;4.50 m \A1;4.50 m \A1;4.50 m \A1;4.49 m \A1;4.51 m \A1;4.50 m \A1;6.65 m \A1;2.10 m \A1;0,08 m \A1;0.40 m A C D 4 3 2 1 B 5 5 5 5 5 5 PLANO EN PLANTA Aceros en tramos A-D 5 5 5 5 5 A B C 1 2 3 4 5 6 7 d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/10cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d12mm c/20cm d6mm c/20cm d6mm c/20cm d6mm c/20cm d6mm c/20cm d6mm c/20cm d6mm c/20cm 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 d12mm c/10cm Universitarios: Arias Cayo Ana Maria \W8.94833; Carvajal Mancilla Leonardo \W8.94833; Fernandez Gutierrez Juan Jose \W8.94833; Paco Nieto Soledad \W8.94833; Silvestre Fuentes Alex Gary U.M.R.P.S.F.X.Ch. FACULTAD DE ING. CIVIL – CARRERA DE ING. CIVIL Asignatura: Hormigon Armado II Docente: Ing. Mario F.Ticona. Auxiliar: Univ. Hugo Ramos Plano: 1/2 Fecha:Sucre, 27 de Abril de 2016 Esc:1/75 PLANO EN PLANTA Aceros Negativos A B C 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 0,08 m 5 Grupo: ¨C¨ Universitarios: Arias Cayo Ana Maria \W8.94833; Carvajal Mancilla Leonardo \W8.94833; Fernandez Gutierrez Juan Jose \W8.94833; Paco Nieto Soledad \W8.94833; Silvestre Fuentes Alex Gary U.M.R.P.S.F.X.Ch. FACULTAD DE ING. CIVIL – CARRERA DE ING. CIVIL Asignatura: Hormigon Armado II Docente: Ing. Mario F.Ticona. Auxiliar: Univ. Hugo Ramos Plano: 2/2 Fecha:Sucre, 27 de Abril de 2016 Esc:1/75 Grupo: ¨C¨ PLANO EN PLANTA Aceros Positivos A B C 1 2 3 4 5 6 7