Details Of Steps, Foundations And In Iron Work DWG Detail for AutoCAD

DETAILS OF STEPS, FOUNDATIONS AND IN iron work

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

det, approx, bolon, det, det, bolon, det, approx, variable, bolon, ntn, npt, det, npt, lat., beam type, pilarejo, lat., sausage, All faiths must have a mooring finish folded to the end. junction between, the stirrups of the predominate in the step with respect to those of the chain, height interior perimeter beams, sobrecimiento, foundation, sup, inf, det, change, in pillar

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.15 \A1;0.05 \A1;0.40 \A1;0.45 \A1;1.05 \A1;0.15 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.50 \A1;0.10 \A1;0.60 \A1;0.05 \A1;0.85 \A1;0.25 \A1;variable \A1;0.15 \A1;0.40 \A1;0.20 \A1;0.20 \A1;1.05 \A1;0.15 \A1;1.20 \A1;0.20 \A1;0.58 \A1;0.78 \A1;1.20 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.13 \A1;0.20 \A1;0.40 \A1;0.08 \A1;0.15 \A1;0.35 \A1;0.15 \A1;0.50 \A1;0.60 \A1;0.75 \A1;0.08 \A1;0.58 \A1;0.15 \A1;0.15 \A1;0.67 \A1;0.68 \A1;0.80 \A1;1.64 \A1;1.00 \A1;0.15 \A1;0.25 \A1;0.60 \A1;0.40 \A1;0.05 \A1;0.80 \A1;65.00 \A1;80.93 \A1;78.00 \A1;65.00 5 5 det F2 5 5 5 2 12 2 8 a 20 2 12 E 8 a 20 5 -0.80 0.00 2 12 2 8 a 25 aprox 2 12 E 8 a 25 5 5 5 Bolon det vf1 5 -0.80 -0.40 5 2 12 2 12 5 det F3 5 5 Bolon -0.20 -0.80 5 5 det vf2 2 12 2 8 a 25 aprox 2 12 E 8 a 25 variable Bolon NTN NPT 0.00 2 12 2 12 5 Det 1 NPT 5 5 5 2d12 LAT. 4+4d8 L=280 E.d8a20 16 116 5 5 2d12 5 5 5 5 16 16 5 5 5 5 81 L=210 E.d8a20 L=256 E.d8a20 104 5 5 5 2d8 2d12 2d12 5 2d8 trabad6a15 viga tipo pilarejo E.d8a20 1 5 2d12 LAT. 1+1d8 L=124 E.d8a20 11 46 5 5 30 5 5 5 10 9 71 L=120 M.Sup.d8a15 2d12 2d10 3+3d8 2d10 2d10 30 10 9 74 L=123 M.Sup.d8a15 5 2d8 trabad6a15 chorizo 2d10 Todos los fe 12 deben tener remate de amarre doblado al termino. Empalme entre fe12=60 diam+10cm 5 2d12 SIEMPRE, LOS ESTRIBOS DE LOS PILARES, PREDOMINAN EN EL PASO respecto a LOS DE LA CADENA 5 5 3+3d8 altura vigas 50 y 40 perimetral 30 interiores sobrecimiento 5 5 cimiento L=344 5 5 5 sup 2d12 inf 2d10 5 5 5 5 5 det F1 cambiar a 3fed12 5 en pilar 30×30 -5,00 -6,00 -8,00 5 5 5 5