Portal, Reinforced Concete And Iron Beams DWG Detail for AutoCAD

We present a simple beam with hook curves to optimize the length of the irons. Also shows a portico with its irons detail

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

node, Bolivian private university, civil Engineering, reinforced concrete, final project, scale, front view, lam., mauricio enrique botello hannover, enclosures of anchors iron diameters adopted, Bolivian private university, civil Engineering, reinforced concrete, final project, scale, front view, lam., mauricio enrique botello hannover, annex detail breakdown of the beam, Bolivian private university, civil Engineering, reinforced concrete, final project, scale, front view, lam., mauricio enrique botello hannover, annexed, Bolivian private university, civil Engineering, reinforced concrete, final project, scale, front view, lam., mauricio enrique botello hannover, annexed, Bolivian private university, civil Engineering, reinforced concrete, final project, scale, v. frontal, lam., mauricio enrique botello hannover, enclosure auxiliary curves, Bolivian private university, civil Engineering, reinforced concrete, final project, scale, v. frontal, lam., mauricio enrique botello hannover, annex graphic detail of porch

Raw text data extracted from CAD file:

\A1;1.50m \A1;4.50m \A1;5.00m \A1;4.50m \A1;1.50m \A1;0.15m \A1;0.15m \A1;0.17m \A1;0.17m 2ø8 + 2ø12 2ø8 + 2ø16 2ø16 2ø8 + 2ø12 2ø8 2ø8 2ø8 2ø8 A B C C´ A´ q3 q4 q5 q5 q4 5 5 5 5 5 q1 q2 q2 q1 B´ C 3ø12 + 2ø16 3ø12 + 1ø16 2ø12 3ø12 + 1ø10 3ø12 2ø12 2ø12 2ø12 3ø12 + 1ø10 2ø12 3ø12 + 2ø16 3ø12 + 1ø16 2ø12 2ø12 1ø16 1ø12 1ø12 1ø12 1ø16 1ø16 1ø12 1ø16 1ø16 1ø16 1ø12 1ø10 1ø12 1ø10 1ø12 1ø12-7.6 1ø12-7.6 1ø12-10.6 1ø12-10.6 2ø12-9.6 2ø12-9.6 5 5 1ø16-2.3 1ø16-2.9 1ø12-3.1 5 1ø16-2.3 1ø16-2.9 1ø12-3.1 5 1ø12-2 1ø10-2.3 1ø12-2 1ø10-2.3 1ø16-3 1ø12-3.8 1ø16-3 1ø12-3.8 1ø12-3.7 As’/4 As’/4 As’/4 As’/4 2ø12 2ø12 2ø12 2ø12 2ø12 1ø12 1ø12 ø6c18cm 2ø12 Nodo 2 Nodo 1 Nodo 3 Nodo 4 Nodo 5 Nodo 6 Nodo 7 Nodo 8 Nodo 9 Nodo 10 Nodo 11 Nodo 12 Nodo 13 Nodo 14 Nodo 16 Nodo 15 2ø8 2ø8 2ø8 2ø8 2ø8 2ø8 1ø12 1ø12 1ø12 1ø12 1ø12 1ø12 1ø12 1ø12 1ø12 3ø12 3ø12 3ø12 1ø12 3ø12 3ø12 2ø12 1ø12 1ø12 1ø12 1ø12 1ø12 UNIVERSIDAD PRIVADA BOLIVIANA INGENIERIA CIVIL HORMIGON ARMADO PROYECTO FINAL ESCALA 1:80 VISTA FRONTAL LAM. 2 Mauricio Enrique Botello Hannover ANEXO 2. Envolventes de momento, decalado, anclajes y diámetros de fierro adoptados UNIVERSIDAD PRIVADA BOLIVIANA INGENIERIA CIVIL HORMIGON ARMADO PROYECTO FINAL ESCALA 1:50 VISTA FRONTAL LAM. 3 Mauricio Enrique Botello Hannover ANEXO 3. Detalle a desglose del armado de la viga UNIVERSIDAD PRIVADA BOLIVIANA INGENIERIA CIVIL HORMIGON ARMADO PROYECTO FINAL ESCALA 1:75 VISTA FRONTAL LAM. 1 Mauricio Enrique Botello Hannover ANEXO 1. UNIVERSIDAD PRIVADA BOLIVIANA INGENIERIA CIVIL HORMIGON ARMADO PROYECTO FINAL ESCALA 1:75 VISTA FRONTAL LAM. 1 Mauricio Enrique Botello Hannover ANEXO 1. UNIVERSIDAD PRIVADA BOLIVIANA INGENIERIA CIVIL HORMIGON ARMADO PROYECTO FINAL ESCALA 1:85 V. FRONTAL LAM. 1 Mauricio Enrique Botello Hannover ANEXO 1. Curvas auxiliares de envolventes UNIVERSIDAD PRIVADA BOLIVIANA INGENIERIA CIVIL HORMIGON ARMADO PROYECTO FINAL ESCALA 1:70 V. FRONTAL LAM. 4 Mauricio Enrique Botello Hannover ANEXO 4. Detalle Grafico de Pórtico