Department Building6 Levels – Foundation Beams DWG Block for AutoCAD

Multifamily building – Design

foundations of department building with 6 levels

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

design of combined shoes, San Simon major university faculty of science and technology civil engineering career, umss, mejia zeballos raul augusto, foundations i, student :, date :, scale :, lamina :, teacher :, univ. mejia zeballos raul augusto, calculista :, single beam, on axis a, beam on axis b, cut a-a ‘, cut b-b’, cut d-d ‘

Raw text data extracted from CAD file:

0,4m 0,05m 0,4m -1879.505928868247 4ø16mm L=450cm ø8c/25cm -1879.505928868247 -1879.505928868247 DISEÑO DE ZAPATAS COMBINADAS PROYECTO Nro. 2 UNIVERSIDAD MAYOR DE SAN SIMON FACULTAD DE CIENCIAS Y TECNOLOGIA CARRERA DE INGENIERIA CIVIL UMSS UMSS MEJIA ZEBALLOS RAUL AUGUSTO FUNDACIONES I 1:25 ESTUDIANTE: FECHA: ESCALA: 2/2 LAMINA: DOCENTE: DISEÑO DE ZAPATAS COMBINADAS PROYECTO Nro. 2 UNIVERSIDAD MAYOR DE SAN SIMON FACULTAD DE CIENCIAS Y TECNOLOGIA CARRERA DE INGENIERIA CIVIL UMSS UMSS MEJIA ZEBALLOS RAUL AUGUSTO FUNDACIONES I 1:25 ESTUDIANTE: FECHA: ESCALA: 2/2 LAMINA: DOCENTE: \A1;0.231m \A1;1.3m \A1;1.6m \A1;0.182m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;0.4m \A1;2.19m \A1;0.8m \A1;0.26m \A1;0.8m \A1;0.078m \A1;0.182m \A1;4.05m \A1;3.82m \A1;0.33m \A1;2.05m \A1;0.099m \A1;0.33m \A1;1.6m \A1;0.078m \A1;0.4m \A1;0.4m \A1;4.75m \A1;2.5883m \A1;9.7395m \A1;0.23m \A1;2.6m \A1;2.8m \A1;0.5m \A1;0.5m \A1;0.8m \A1;0.26m \A1;0.33m \A1;1.55m \A1;1.5m \A1;2.05m \A1;3.1m \A1;0.5m \A1;0.161m \A1;0.069m \A1;2.6m \A1;2.8m \A1;3.1m \A1;0.161m \A1;0.069m \A1;0.23m \A1;0.5m DISEÑO DE FUNDACIONES PARA EDIFICIO DE DEPARTAMENTOS DE 6 NIVELES PROYECTO Nro. 2 UNIVERSIDAD MAYOR DE SAN SIMON FACULTAD DE CIENCIAS Y TECNOLOGIA CARRERA DE INGENIERIA CIVIL UMSS UMSS Univ. MEJIA ZEBALLOS RAUL AUGUSTO FUNDACIONES I 1:25 Calculista: FECHA: ESCALA: Unica LAMINA: DOCENTE: 3 4 2 1 D C B A 3 4 2 1 D C B A 4.75m 2.19m 0.8m A 4 2 1 A B B 3 1 D C 4 2 1 4ø16mm L=310cm 4 2 1 4 2 1 2.5883m 4ø16mm L=310cm 4ø16mm L=310cm 4ø16mm L=310cm ø8c/25cm 4ø16mm L=310cm 4ø16mm L=310cm ø8c/25cm ø8c/25cm ø8c/25cm ø8c/25cm ø8c/25cm 9.7395m 0.23m 0.26m 2.6m 2.8m 0.5m 0.5m 0.8m 0.8m 2 4ø16mm L=310cm ø8c/25cm 4ø16mm L=310cm ø8c/25cm D C 3 2 4ø16mm L=310cm ø8c/25cm 1 0.26m 0.33m 0.078m 0.182m 1.55m 1.5m 2.05m 3.1m 0.5m 0.161m 0.069m 4.05m 3.82m 0.33m Vista en planta Fundación Esc. 1:50 a a’ b b’ d d’ c c’ e e’ 2.6m 2.8m 3.1m Viga Sobre Eje A Viga Sobre Eje B 7ø20mm 5ø16mm 7ø25mm 5ø20mm 7ø16mm 2ø20mm A 4ø16mm L=310cm ø8c/25cm A 7ø20mm 7ø25mm 7ø16mm ø16@14cm ø16@14cm ø12mm@15cm ø8mm@37cm ø12mm@15cm ø12mm@18cm Zapata de Medianería Conectada D;3-2 Zapata de Medianería C;1 2.05m 4ø16mm L=310cm ø8c/25cm D D 4ø16mm L=310cm ø8c/25cm D D 6ø20mm 2ø20mm 0.231m 0.099m 0.33m 6ø20mm 6ø20mm 3ø20mm 8ø12mm 10ø12mm ø8mm@25cm 4ø16mm L=310cm ø8c/25cm C C 5ø12mm 3ø25mm 1.6m 1.3m 1.6m 0.078m 0.182m 5ø25mm 6ø20mm 2ø25mm ø8@37cm 2ø25mm 10ø12mm ø16@15.5cm 4ø16mm L=310cm 0.4m 0.4m ø8c/25cm B 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m 0.4m Corte a-a’ Corte b-b’ Corte a-a’ Corte d-d’ Corte d-d’ B Mayo de 2009 0.161m 0.069m 0.23m 0.5m 3ø20mm 6ø20mm 3ø20mm 5ø25mm 4ø20mm 2ø20mm 2ø20mm 2ø20mm 4ø20mm Detalle de Fundaciones\H1.333x; \H0.5x;Esc. 1.25