Structure Of Steel DWG Detail for AutoCAD

Structure Of Steel DWG Detail for AutoCAD

Details STRUCTURAL STEEL

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

license plate, stiffeners same thickness as plate, kind, license plate, make slot in plate, cut, license plate, stiffeners same thickness as plate, stiffeners same plate thickness, detail, license plate, same thickness as plate, kind, license plate, cut, license plate, license plate, license plate, stiffeners same thickness as plates, kind, license plate, cut, cut, license plate, detail, license plate, axis, license plate, license plate, axis, corrugated rod, detail, cut, concrete column, detail, license plate, axis, license plate, license plate, axis, corrugated rod, detail, cut, concrete column, license plate, license plate, detail, lock, license plate, detail, license plate, cut, license plate, license plate, license plate, license plate, license plate, license plate, detail, axis, anchors, concrete, plates, corrugated rod, cut, concrete column, license plate, plate, stiffeners same plate thickness, detail, cut, license plate, detail, cut, axis, principal, secondary lock, license plate, detail, cut, axis, principal, high school, license plate, same plate thickness, principal, bent plate, detail, cut, license plate, detail, cut, license plate, main lock, lock, axis, detail, cut, license plate, detail, concrete, cut, license plate, stiffeners same thickness as plate, kind, license plate, cut, license plate, stiffeners same thickness as plate, axis, same plate thickness, license plate, cut, column, license plate, cut, license plate, license plate, license plate, detail, axis, license plate, concrete, detail, axis, license plate, license plate, with perforations for, license plate, cut, cut, axis, corrugated rod, detail, bevel fill weld, connection of anchors with plate welding, license plate, license plate, lock, license plate, axis, lock, concrete, license plate, corrugated rod, cut, concrete column, license plate, license plate, license plate, license plate, cut, concrete column, license plate, plate, license plate, corrugated rod anchors note: to see the connection plan, license plate, bent plate, license plate, stiffeners same thickness as plates, kind, license plate, cut, license plate, stiffeners same plate thickness, detail, license plate, stiffeners same thickness as plates, kind, license plate, cut, license plate, axis, stiffeners same plate thickness, detail, Slot on plate to cross plate, lock, axis, cut, license plate, lock, detail, lock, license plate, cut, axis, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, lock, profile, license plate, license plate, mm., mm., esp., in:, tor., mm., mm., esp., in:, tor., license plate, mm., mm., esp., in:, tor., mm., mm., mm., welding, connection moment, lock, profile, license plate, mm., mm., esp., in:, tor., mm., sold., cutting connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, license plate, axis, cut, Connection, Connection, license plate, cut, axis, Connection, license plate, cut, axis, license plate, axis, cut, Connection, Connection, license plate, cut, axis, license plate, cut, axis, Connection, license plate, axis, cut, Connection, cut, axis, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, axis, cut, Connection, Connection, cut, axis, Connection, cut, axis, axis, cut, Connection, Connection, cut, axis, cut, axis, Connection, axis, cut, Connection, Connection, cut, axis, stiffeners same plate thickness, stiffeners same plate thickness, stiffeners same plate thickness, stiffeners same plate thickness, stiffens

Raw text data extracted from CAD file:

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\A1;80 \A1;220 \A1;80 \A1;380 \A1;10 \A1;10 \A1;140 \A1;52.5 \A1;95 \A1;95 \A1;95 \A1;52.5 \A1;390 \A1;10 \A1;40 \A1;80 \A1;80 \A1;40 \A1;240 \A1;100 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;B2 \A1;260 \A1;80 \A1;220 \A1;80 \A1;70 \A1;120 \A1;70 \A1;380 \A1;70 \A1;70 \A1;70 \A1;70 \A1;60 \A1;60 \A1;70 \A1;70 \A1;B2 \A1;140 \A1;60 \A1;60 \A1;60 \A1;60 \A1;70 \A1;70 \A1;82.5 \A1;125 \A1;125 \A1;125 \A1;82.5 \A1;540 \A1;140 \A1;70 \A1;70 \A1;60 \A1;60 \A1;60 \A1;60 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;260 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;260 \A1;80 \A1;220 \A1;80 \A1;380 \A1;70 \A1;70 \A1;70 \A1;70 \A1;70 \A1;70 \A1;70 \A1;70 \A1;60 \A1;60 \A1;60 \A1;60 \A1;120 \A1;360 \A1;60 \A1;80 \A1;80 \A1;80 \A1;60 \A1;120 \A1;60 \A1;60 \A1;50 \A1;50 \A1;540 \A1;82.5 \A1;125 \A1;125 \A1;125 \A1;82.5 \A1;140 \A1;70 \A1;70 \A1;140 \A1;70 \A1;70 \A1;60 \A1;60 \A1;60 \A1;60 \A1;70 \A1;120 \A1;70 \A1;70 \A1;120 \A1;70 \A1;260 \A1;g \A1;A2 \A1;A1 \A1;g \A1;A2 \A1;A1 \A1;70 \A1;120 \A1;70 \A1;80 \A1;220 \A1;80 \A1;60 \A1;60 \A1;70 \A1;70 \A1;60 \A1;60 \A1;70 \A1;70 \A1;70 \A1;70 \A1;260 \A1;60 \A1;60 \A1;70 \A1;70 \A1;60 \A1;120 \A1;120 \A1;60 \A1;10 \A1;360 \A1;10 \A1;60 \A1;60 \A1;70 \A1;70 \A1;40 \A1;60 \A1;60 \A1;60 \A1;40 \A1;80 \A1;100 \A1;100 \A1;80 \A1;A1 \A1;A2=360 \A1;A2 \A1;60 \A1;80 \A1;80 \A1;80 \A1;60 \A1;360 \A1;360 \A1;80 \A1;100 \A1;100 \A1;80 \A1;360 \A1;60 \A1;80 \A1;80 \A1;80 \A1;60 \A1;360 \A1;80 \A1;100 \A1;100 \A1;80 \A1;60 \A1;60 \A1;60 \A1;60 \A1;40 \A1;60 \A1;60 \A1;60 \A1;40 \A1;10 \A1;360 \A1;10 \A1;60 \A1;60 \A1;60 \A1;60 \A1;60 \A1;80 \A1;80 \A1;60 \A1;80 \A1;80 \A1;120 \A1;80 \A1;g \A1;A1 \A1;520 \A1;80 \A1;120 \A1;80 \A1;g \A1;A1 \A1;520 \A1;1500 \A1;80 \A1;120 \A1;80 \A1;80 \A1;200 \A1;200 \A1;80 \A1;80 \A1;120 \A1;120 \A1;80 \A1;80 \A1;200 \A1;200 \A1;80 \A1;560 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;70 \A1;120 \A1;70 \A1;560 \A1;70 \A1;70 \A1;120 \A1;520 \A1;260 \A1;10 \A1;70 \A1;120 \A1;70 \A1;10 \A1;10 \A1;70 \A1;120 \A1;70 \A1;70 \A1;70 \A1;70 \A1;120 \A1;70 \A1;10 \A1;10 \A1;30 \A1;380 \A1;80 \A1;390 \A1;70 \A1;70 \A1;60 \A1;60 \A1;60 \A1;60 \A1;10 \A1;10 5 5 5 5 5 5 5 \A1;PLACA "A" PLACA "B" ATIESADORES MISMO ESPESOR QUE PLACA "A" 5 5 12 TIPO PLACA "C" 10 HACER RANURA EN PLACA \A1;PLACA "C" 10 12 CORTE 20-20 CORTE 21-21 5 5 5 5 5 5 5 5 5 5 \A1;PLACA "A" PLACA "C" \A1;d=1 1/4" ATIESADORES MISMO ESPESOR QUE PLACA "B" 5 5 5 5 5 5 5 5 5 8 5 \A1;PLACA "A" \A1;PLACAS ATIESADORAS MISMO ESPESOR DE PLACA "A" Y "B" 25 25 24 DETALLE 7 5 5 5 5 5 d=1" 5 5 5 45° 5 5 5 5 5 5 \A1;PLACA "A" PLACA "B" \A1;ATIESADORES MISMO ESPESOR QUE PLACA "B" 5 12 TIPO PLACA "C" CORTE 23-23 24 \A1;4 d=1 1/4" \A1;PLACA "C" \A1;PLACA "A" PLACA "B" 5 5 5 5 5 5 5 5 PLACA "C" 5 5 5 5 5 5 \A1;PLACA "A" PLACA "B" ATIESADORES MISMO ESPESOR QUE PLACAS "A" Y "B" 5 10 TIPO PLACA "C" CORTE 24-24 5 5 5 5 d=1" 5 \A1;6 d=1" 5 5 5 5 5 10 \A1;PLACA "C" 10 8 CORTE 25-25 \A1;3 d=1 1/4" 5 5 5 5 PLACA 1" PLACA 1" 5 5 5 5 5 5 \A1;T-17 \A1;T-16 27 27 DETALLE 8 \A1;4 d=1 1/4" PLACA "C" 4 d=1 1/4" EJE 10 10 PLACA "D" \A1;T-15 \A1;T-15 PLACA "D" PLACA "D" PLACA "D" \A1;T-15 EJE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;PLACA "D" 5 5 5 5 6 d=1" VARILLA CORRUGADA fy=4200 \A1;PLACA 3/4" 8 DETALLE 15 8 CORTE 27-27 COLUMNA DE CONCRETO 28 DETALLE 9 28 \A1;4 d=1 1/4" PLACA "C" EJE 10 PLACA "D" \A1;T-15 PLACA "D" PLACA "D" PLACA "D" T-17 EJE 5 5 \A1;PLACA "D" 5 5 6 d=1" VARILLA CORRUGADA fy=4200 \A1;PLACA 3/4" 8 DETALLE 15 CORTE 28-28 COLUMNA DE CONCRETO 8 PLACA 140X360X3/4" \A1;3 d 1 1/4" PLACA 1" 29 DETALLE 10 5 5 5 5 5 d=1 1/4" A1 5 5 5 5 5 5 A1 5 TRABE T-15 5 PLACA 1" PLACA 1" PLACA 3/4" 8 309 29 DETALLE 25 PLACA 1" PLACA 1" CORTE 29-29 \A1;PLACA "A" PLACA "B" 5 5 5 5 PLACA 5/8" 5 5 5 5 PLACA 1" PLACA 1" \A1;PLACA "A" PLACA "B" 5 5 5 5 PLACA 5/8" 5 5 5 5 PLACA 1" PLACA 3/4" 8 5 5 8 8 8 6 33 DETALLE 14 33 EJE 5 5 5 5 60 5 5 60 5 5 5 ANCLAS d=1" \A1;COLUMNA DE CONCRETO 5 5 5 5 5 5 PLACAS "F" d=1 1/2" VARILLA CORRUGADA fy=4200 6 CORTE 33-33 COLUMNA DE CONCRETO 5 5 5 5 5 PLACA "A" PLACA "B" 5 5 5 PLACA "C" DE 1/2" \A1;PLACA "A" \A1;PLACAS ATIESADORAS MISMO ESPESOR DE PLACA "A" Y "B" 30 30 32 DETALLE 11 5 5 5 5 5 d=1 1/4" 5 5 \A1;4 d=1 1/4" \A1;PLACA "C" 5 5 5 5 5 8 CORTE 30-30 d=1 1/4" \A1;PLACA "A" 32 5 5 5 5 d=1 1/4" 5 5 8 8 5 5 5 5 5 \A1;TRABE 10 5 10 PLACA 1/2" 6 DETALLE 19 CORTE 40-40 EJE 5 5 \A1;PLACA "C" \A1;TRABE PRINCIPAL TRABE SECUNDARIA T-20 TRABE SECUNDARIA T-20 \A1;PLACA "C" 40 40 \A1;T-20 \A1;T-20 \A1;PLACA "C" 5 5 5 5 5 10 5 PLACA 1/2" 6 DETALLE 18 CORTE 39-39 EJE \A1;TRABE PRINCIPAL \A1;TRABE SECUNDARIA \A1;PLACA "C" 39 39 \A1;T-20 PLACA 1/2" \A1;PLACA MISMO ESPESOR DE PLACA "C" 5 5 5 5 \A1;TRABE PRINCIPAL 5 5 5 5 3 d=3/4" 3 d=3/4" PLACA 3/8" DOBLADA 44 44 5 5 5 5 5 5 5 DETALLE 22 CORTE 44-44 \A1;PLACA "A" 5 5 5 5 5 5 PLACA "A" 3/4" PLACA "B" 43 43 DETALLE 23 CORTE 43-43 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 5 5 5 5 5 PLACA 1/2" PLACA "B" e=3/4" 5 5 5 5 5 5 5 5 TRABE PRINCIPAL TRABE 5 5 5 5 5 10 \A1;TRABE T-21 EJE DETALLE 20 CORTE 41-41 5 5 4 4 \A1;PLACA 3/8" PLACA 3/8" 10 \A1;PLACA DE 200X300 X 1/2" 5 5 5 DETALLE 21 5 5 5 5 5 5 5 5 10 \A1;TRABE 5 5 \A1;MURO DE CONCRETO \A1;TOR. d=3/4" 5 5 \A1;VARILLA d=3/4" 5 CORTE 42-42 5 5 5 5 5 5 \A1;PLACA "A" PLACA "B" ATIESADORES MISMO ESPESOR QUE PLACA "A" 5 5 12 TIPO PLACA "C" CORTE 22-22 5 5 5 5 5 5 5 5 5 \A1;PLACA "A" PLACA "C" \A1;d=1 1/4" ATIESADORES MISMO ESPESOR QUE PLACA "B" 10 5 5 T-19 T-15 8 45° 5 45° \A1;d=1" 8 8 8 8 T-15 T-15 EJE EJE 5 5 8 \A1;PLACA "C" \A1;PLACA MISMO ESPESOR DE PLACA "C" 5 8 \A1;PLACA "A" PLACA "B" 5 CORTE 31-31 5 5 5 5 5 \A1;PATIN DE COLUMNA PLACA 1" CORTE 32-32 \A1;PLACA "A" PLACA "B" 5 5 5 5 5 5 5 5 PLACA 1" \A1;PLACA "A" PLACA "B" 5 5 5 5 5 5 5 5 8 8 10 \A1;d=1 1/4" \A1;d=1 1/4" \A1;d=1 1/4" 35 35 34 DETALLE 12 34 EJE EJE 5 5 5 5 5 5 5 5 5 5 5 45° 5 45° \A1;3d 1 1/2" PLACA "F" PLACA 120X220X3/4" \A1;MURO DE CONCRETO 120 60 5 5 60 120 5 36 36 26 DETALLE 13 EJE 5 5 5 5 5 5 5 5 5 \A1;DETALLE 15 PLACA "H" 100X100X3/4" PLACA "E" 70.00000000000028 5 5 70.00000000000028 5 5 119.9999999999989 119.9999999999989 5 5 PLACA "E" 380MMx644MMx3/4" CON 9 PERFORACIONES PARA d=1/2" 5 5 5 5 PLACA "H" 100x100x3/4" 220.0000000000045 219.9999999999932 79.99999999999545 50.0 119.9999999999989 50.00000000000568 100.0 49.99999999999432 119.9999999999989 50.0 80.00000000000682 100.0000000000007 5 100.0 5 100.0000000000007 5 5 700.0 CORTE 34-34 5 5 5 5 5 5 5 5 5 5 CORTE 26-26 EJE 3 45° VARILLA CORRUGADA fy=4200 KG/CM2 \A1;PLACA DETALLE 15 20 45° 45° \A1;d=1 1/4" T-15 T-15 5 5 5 5 5 5 8 12 6 \A1;d=1" \A1;d=1" 360 \A1;PLACA "C" 5 20 \A1;d=1 1/4" BISELAR A 45° Y RELLENAR DE SOLDADURA CONEXION DE ANCLAS CON SOLDADURA EN PLACA \A1;T-16 \A1;T-17 \A1;T-19 \A1;PLACA "C" 6 6 5 45° 5 45° d=1" 5 5 45° 5 45° 6 360 \A1;T-19 \A1;d=1 1/4" 5 PLACA "C" 5 5 5 5 5 10 5 70 PLACA "C" 5 \A1;DET. 15 10 5 5 \A1;DET. 15 \A1;DET. 15 5 70 \A1;T-17 C-23 C-22 5 45° 5 T-15 T-15 \A1;d=1 1/4" 5 5 5 5 5 T-17 5 5 5 T-17 5 45° 306 5 5 45° 5 45° 8 \A1;PLACA "C" \A1;T-17 5 45° 5 45° 8 T-17 T-17 \A1;PLACA e=1" \A1;T-14 5 31 31 \A1;d=1 1/4" TRABE TRABE \A1;PLACA "G" 60.00000000000014 5 5 60.00000000000014 5 60.00000000000227 119.9999999999989 60.00000000000227 240.0000000000034 PLACA "D" 240MMx500MMx3/4" 5 \A1;T-14 \A1;PLACA DE 1" \A1;PLACA DE 1" 5 5 45° 5 45° 5 5 45° 5 45° 8 \A1;T-17 \A1;T-17 5 45° d=1" A1 5 \A1;PLACA 1" \A1;T-19 5 d=1 1/2" d=1 1/2" \A1;d=1" \A1;T-19 EJE 5 45° TRABE 26 5 5 5 5 \A1;COL. DE CONCRETO 5 5 5 5 5 5 PLACA "E" d=1 1/2" VARILLA CORRUGADA fy=4200 8 CORTE 36-36 COLUMNA DE CONCRETO 5 PLACA "A" PLACA "B" 5 5 5 PLACA "C" 5 d=1 1/2" d=1 1/2" d=1 1/4" T-16 5 5 45° 5 45° \A1;PLACA 100X100X3/4" 5 5 5 5 5 119.999999999996 119.9999999999989 5 5 PLACA "G" 520MMx652.4MMx1" 5 5 5 5 5 5 5 PLACA "G" 4 d=1 1/2" 8 CORTE 35-35 COLUMNA DE CONCRETO 5 PLACA "A" PLACA "B" 5 5 5 PLACA "C" DE 3/4" 5 4 d=1 1/2" 4 d=1 1/2" d=1 1/4" T-14 5 5 45° 5 45° PLACA 100X220X3/4" 5 5 ANCLAS DE VARILLA CORRUGADA fy=4200 KG/CM2 NOTA: PARA TRABE DIFERENTE A LA T-14 VER PLANO DE CONEXIONES E-7 119.999999999996 60.00000000000014 5 5 60.00000000000014 5 119.999999999996 119.9999999999989 60.00000000000227 359.9999999999994 PLACA "F" 360MMx600MMx3/4" 60.00000000000227 PLACA 3/8" DOBLADA 41 41 5 5 \A1;d=3/4" 5 5 42 42 6 5 5 5 5 5 5 \A1;PLACA "A" PLACA "B" ATIESADORES MISMO ESPESOR QUE PLACAS "A" Y "B" 5 12 TIPO PLACA "C" CORTE 38-38 5 5 5 5 PLACA "B" d=1" 5 6 d=1 1/4" 5 45° 5 45° 6 360 T-16 \A1;PLACA "A" \A1;PLACAS ATIESADORAS MISMO ESPESOR DE PLACA "A" Y "B" 37 DETALLE 16 5 5 5 5 5 d=1 1/4" 5 5 5 45° 37 3 d=1 1/4" \A1;PLACA "C" T-17 T-17 \A1;PLACA "C" 5 5 5 5 5 \A1;PLACA "A" PLACA "B" ATIESADORES MISMO ESPESOR QUE PLACAS "A" Y "B" 5 5 TIPO PLACA "C" CORTE 37-37 5 5 5 5 PLACA e=1" d=1 1/4" 5 6 d=1 1/4" 5 45° 5 45° 8 360 T-17 5 5 10 EJE EJE \A1;PLACAS ATIESADORAS MISMO ESPESOR DE PLACA "A" Y "B" \A1;PLACA "A" 5 45° 20 20 38 DETALLE 17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d=1 1/4" 5 5 5 \A1;T-15 5 \A1;T-15 5 5 T-16 \A1;HACER RANURA EN PLACA PARA CRUZAR PLACA "C" 12 20 5 5 45° \A1;d=1 1/4" 38 \A1;d=1" 5 5 \A1;d=3/4" 6 5 5 5 5 10 TRABE T-13 EJE CORTE 45-45 5 5 5 5 PLACA 1" d=1 1/2" 5 5 5 5 5 10 5 5 d=1" 5 5 \A1;PLACA "C" TRABE T-18 DETALLE 24 45 45 TRABE \A1;T-13 \A1;T-18 5 5 \A1;PLACA 100X100X3/4" 5 d=1 1/4" 5 5 \A1;PLACA "A" e=2" PLACA "B" e=2" 5 5 CORTE 54-54 5 5 5 5 10 EJE 45° 45° \A1;T-9 54 CONEXION CM-9 5 5 5 5 5 5 54 5 5 5 5 5 5 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-9 5 5 \A1;PLACA "A" e=1 3/4" PLACA "B" \A1;e=1 3/4" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-10 55 5 5 5 5 5 5 55 5 5 5 5 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-10 5 CORTE 55-55 CONEXION CM-10 5 5 \A1;PLACA "A" e=1 1/2" PLACA "B" e=1 1/2" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-11 56 5 5 5 5 5 5 56 5 5 5 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-11 CORTE 56-56 CONEXION CM-11 5 5 \A1;PLACA "A" e=1 3/4" PLACA "B" \A1;e=1 3/4" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-12 57 5 5 5 5 5 5 57 5 5 5 12 \A1;d=1 1/2" 5 \A1;T-12 CORTE 57-57 CONEXION CM-12 5 5 5 5 5 5 \A1;PLACA "A" e=1 1/2" PLACA "B" \A1;e=1 1/2" 5 5 5 5 5 EJE 45° 45° \A1;T-13 58 5 5 5 5 5 5 58 5 5 5 12 \A1;d=1 1/2" \A1;T-13 CORTE 58-58 CONEXION CM-13 5 5 \A1;PLACA "A" e=1" PLACA "B" \A1;e=1" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-14 59 5 5 5 5 5 5 59 5 5 5 8 \A1;d=1 1/4" 5 \A1;T-14 CORTE 59-59 CONEXION CM-14 5 5 5 5 5 5 TRABE T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-16 T-17 T-18 T-19 T-20 T-22 T-23 T-24 T-25 T-26 T-27 PERFIL IR 686 X 217.3 IR 610 X 217.8 IR 610 X 174.2 IR 457 X 177.8 IR 457 X 157.8 IR 457 X 128.1 IR 457 X 112.9 IR 457 X 96.7 IR 457 X 74.5 IR 457 X 59.8 IR 457 X 52.2 IR 305 X 38.7 IR 610 X 155 IR 457 X 144.3 IR 305 X 52.2 IR 305 X 59.8 IR 686 X 240.10 IR 610 X 195 mm x Kg/m 355 328 325 286 284 282 280 193 190 153 152 165 324 283 167 203 356 327 PLACA "A" A1 760 640 520 520 520 460 460 360 360 360 360 260 520 520 360 460 760 640 2" 1 3/4" 1 1/2" 1 3/4" 1 1/2" 1" 1" 1 1/2" 1" 1" 1" 5/8" 1 1/4" 1 1/2" 1" 1" 1 1/2" 1 1/4" 12d1 1/2" 10d1 1/2" 8d1 1/2" 8d1 1/2" 8d1 1/2" 8d1 1/4" 8d1 1/4" 6d1 1/4" 6d1 1/4" 6d1" 6d1" 8d3/4" 8d1 1/2" 8d1 1/2" 6d1" 8d1" 12d1 1/2" 10d1 1/2" 355 328 325 286 284 282 280 193 190 153 152 165 324 283 167 203 356 327 760 640 520 520 520 460 460 360 360 360 360 260 520 520 360 460 760 640 2" 1 3/4" 1 1/2" 1 3/4" 1 1/2" 1" 1" 1 1/2" 1" 1" 1" 5/8" 1 1/4" 1 1/2" 1" 1" 1 1/2" 1 1/4" 12d1 1/2" 10d1 1/2" 8d1 1/2" 8d1 1/2" 8d1 1/2" 8d1 1/4" 8d1 1/4" 6d1 1/4" 6d1 1/4" 6d1" 6d1" 8d3/4" 8d1 1/2" 8d1 1/2" 6d1" 8d1" 12d1 1/2" 10d1 1/2" PLACA "B" mm. A2 mm. ESP. pulg: TOR. A-325 B1 mm. B2 mm. ESP. pulg: TOR. A-325 260 260 260 260 260 140 140 140 140 120 120 120 140 140 120 120 260 140 600 550 560 380 380 390 390 390 360 360 360 260 540 390 250 250 620 550 1" 1" 1" 1" 1" 3/4" 3/4" 3/4" 5/8" 1/2" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 1" 1" 6d1 1/2" 6d1 1/2" 6d1 1/2" 4d1 1/2" 4d1 1/2" 4d1 1/4" 4d1 1/4" 4d1 1/4" 3d1 1/4" 4d1" 4d1" 4d3/4" 4d1 1/2" 3d1 1/2" 3d1" 3d1" 6d1 1/2" 5d1 1/2" PLACA "C" C1 mm. C2 mm. ESP. pulg: TOR. A-325 12 12 10 12 12 10 12 12 12 12 12 8 8 8 8 6 6 6 8 8 6 6 12 12 a mm. b mm. c mm. 140 140 140 140 140 140 140 90 90 90 90 90 140 140 90 140 140 140 g SOLDADURA E7018 CONEXION A MOMENTO TRABE T-9 T-10 T-11 T-12 T-13 T-14 T-15 T-16 T-17 T-18 T-19 T-20 T-22 T-23 T-24 T-25 T-26 T-27 PERFIL IR 686 X 217.3 IR 610 X 217.8 IR 610 X 174.2 IR 457 X 177.8 IR 457 X 157.8 IR 457 X 128.1 IR 457 X 112.9 IR 457 X 96.7 IR 457 X 74.5 IR 457 X 59.8 IR 457 X 52.2 IR 305 X 38.7 IR 610 X 155 IR 457 X 144.3 IR 305 X 52.2 IR 305 X 59.8 IR 686 X 240.10 IR 610 X 195 mm x Kg/m 260 260 260 260 260 140 140 140 140 120 120 120 140 140 120 120 260 140 600 560 540 380 380 390 390 390 360 360 360 260 540 390 250 250 620 550 1" 1" 1" 1" 1" 3/4" 3/4" 3/4" 5/8" 1/2" 1/2" 1/2" 3/4" 3/4" 1/2" 1/2" 1" 1" 6d1 1/2" 6d1 1/2" 6d1 1/2" 4d1 1/2" 4d1 1/2" 4d1 1/4" 4d1 1/4" 4d1 1/4" 3d1 1/4" 4d1" 4d1" 4d3/4" 4d1 1/2" 3d1 1/2" 3d1" 3d1" 6d1 1/2" 5d1 1/2" PLACA "C" C1 mm. C2 mm. ESP. pulg: TOR. A-325 8 8 6 c mm. SOLD. CONEXION A CORTANTE 12 12 12 12 8 8 6 8 8 6 6 12 12 6 12 T-21 IR 305 X 21.5 100 240 3/8" 3d3/4" 8 5 5 \A1;PLACA "A" e=1" PLACA "B" \A1;e=1" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-15 60 5 5 5 5 5 5 60 5 5 5 8 \A1;d=1 1/4" 5 \A1;T-15 CORTE 60-60 CONEXION CM-15 5 5 5 5 5 5 5 5 \A1;PLACA "A" e=1 1/2" PLACA "B" \A1;e=1 1/2" 5 5 5 5 5 5 EJE 45° 45° \A1;T-16 61 5 5 5 5 5 5 61 5 8 \A1;d=1 1/4" \A1;T-16 CORTE 61-61 CONEXION CM-16 5 5 5 5 5 5 5 5 \A1;PLACA "A" e=1" PLACA "B" \A1;e=1" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-17 62 5 5 5 5 5 5 62 5 8 \A1;d=1 1/4" 5 \A1;T-17 CORTE 62-62 CONEXION CM-17 5 5 5 5 5 5 5 \A1;PLACA "A" e=1" PLACA "B" \A1;e=1" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-18 63 5 5 5 5 5 5 63 5 6 \A1;d=1" 5 \A1;T-18 CORTE 63-63 CONEXION CM-18 5 5 5 5 5 5 5 5 \A1;PLACA "A" e=1" PLACA "B" e=1" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-19 64 5 5 5 5 5 5 64 5 6 \A1;d=1" 5 \A1;T-19 CORTE 64-64 CONEXION CM-19 5 5 5 5 5 5 5 5 \A1;PLACA "A" e=5/8" PLACA "B" \A1;e=5/8" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-20 65 5 5 5 5 5 5 65 5 5 5 6 \A1;d=3/4" 5 \A1;T-20 CORTE 65-65 CONEXION CM-20 5 5 5 5 5 5 66 5 5 5 5 5 5 66 5 5 \A1;T-22 CONEXION CM-22 5 5 \A1;PLACA "A" e=1 1/4" PLACA "B" \A1;e=1 1/4" 5 5 CORTE 66-66 5 5 5 5 5 EJE 45° 45° \A1;T-22 5 8 \A1;d=1 1/4" 67 5 5 5 5 5 5 67 5 5 \A1;T-23 CONEXION CM-23 5 5 \A1;PLACA "A" e=1 1/2" PLACA "B" \A1;e=1 1/2" 5 5 CORTE 67-67 5 5 5 5 5 EJE 45° 45° \A1;T-23 5 8 \A1;d=1 1/2" 5 5 5 5 5 5 5 5 \A1;PLACA "A" e=1" PLACA "B" \A1;e=1" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-24 68 5 5 5 5 5 5 68 5 6 \A1;d=1" 5 \A1;T-24 CORTE 68-68 CONEXION CM-24 5 5 5 5 5 69 5 5 5 5 5 5 69 5 5 \A1;T-25 CONEXION CM-25 5 5 \A1;PLACA "A" e=1" PLACA "B" \A1;e=1" 5 5 CORTE 69-69 5 5 5 5 5 EJE 45° 45° \A1;T-25 5 6 \A1;d=1" 5 5 5 5 5 5 5 5 \A1;PLACA "A" e=1 1/2" PLACA "B" \A1;e=1 1/2" 5 5 CORTE 70-70 5 5 5 5 5 EJE 45° 45° \A1;T-26 70 CONEXION CM-26 5 5 5 5 5 5 70 5 5 5 5 5 5 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-26 5 5 5 5 \A1;PLACA "A" e=1 1/4" PLACA "B" \A1;e=1 1/4" 5 5 5 5 5 5 5 EJE 45° 45° \A1;T-27 71 5 5 5 5 5 5 71 5 5 5 5 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-27 5 CORTE 71-71 CONEXION CM-27 CORTE 72-72 5 EJE \A1;T-9 72 CONEXION CC-9 72 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-9 5 EJE \A1;T-10 73 73 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-10 CORTE 73-73 CONEXION CC-10 5 EJE \A1;T-11 74 74 12 \A1;d=1 1/2" 5 5 5 5 5 \A1;T-11 CORTE 74-74 CONEXION CC-11 5 EJE \A1;T-12 75 75 12 \A1;d=1 1/2" 5 \A1;T-12 CORTE 75-75 CONEXION CC-12 5 5 5 5 5 EJE \A1;T-13 76 76 12 \A1;T-13 CORTE 76-76 CONEXION CC-13 5 EJE \A1;T-14 77 77 8 \A1;d=1 1/4" 5 \A1;T-14 CORTE 77-77 CONEXION CC-14 5 5 5 5 5 5 5 EJE \A1;T-15 78 78 8 \A1;d=1 1/4" 5 \A1;T-15 CORTE 78-78 CONEXION CC-15 5 5 5 5 5 5 5 EJE \A1;T-16 79 79 8 \A1;d=1 1/4" 5 \A1;T-16 CORTE 79-79 CONEXION CC-16 5 5 5 5 5 5 5 EJE \A1;T-17 80 80 8 \A1;d=1 1/4" 5 \A1;T-17 CORTE 80-80 CONEXION CC-17 5 5 5 5 5 5 EJE \A1;T-18 81 81 8 \A1;d=1" 5 \A1;T-18 CORTE 81-81 CONEXION CC-18 5 5 5 5 5 5 5 EJE \A1;T-19 82 82 6 \A1;d=1" \A1;T-19 CORTE 82-82 CONEXION CC-19 5 EJE \A1;T-20 83 83 6 \A1;d=3/4" \A1;T-20 CORTE 83-83 CONEXION CC-20 5 5 5 5 5 5 85 85 \A1;T-22 CONEXION CC-22 CORTE 85-85 5 EJE \A1;T-22 8 86 86 \A1;T-23 CONEXION CC-23 CORTE 86-86 5 EJE \A1;T-23 8 \A1;d=1 1/2" 5 5 5 5 5 5 EJE \A1;T-24 87 87 6 \A1;d=1" 5 \A1;T-24 CORTE 87-87 CONEXION CC-24 5 5 5 5 5 88 88 \A1;T-25 CONEXION CC-25 CORTE 88-88 5 EJE \A1;T-25 6 \A1;d=1" 5 5 5 5 5 5 CORTE 89-89 5 EJE \A1;T-26 89 CONEXION CC-26 89 12 \A1;d=1 1/2" 5 5 5 5 5 5 \A1;T-26 5 EJE \A1;T-27 90 90 12 \A1;d=1 1/2" 5 5 5 5 5 \A1;T-27 CORTE 90-90 CONEXION CM-27 84 84 \A1;T-21 CONEXION CC-21 CORTE 84-84 5 EJE \A1;T-21 5 \A1;d=3/4" 5 5 5 5 5 5 \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;12 d=1 1/2" \A1;PLACA e=2" \A1;PLACA "C" e=1" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/2" \A1;PLACA e=1 1/2" \A1;PLACA "C" e=1" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/2" \A1;PLACA e=1 1/2" \A1;PLACA "C" e=1" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/4" \A1;PLACA e=1" \A1;PLACA "C" e=3/4" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;10 d=1 1/2" \A1;PLACA e=1 3/4" \A1;PLACA "C" e=1" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/2" \A1;PLACA e=1 3/4" \A1;PLACA "C" e=1" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/4" \A1;PLACA e=1" \A1;PLACA "C" e=3/4" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;6 d=1 1/4" \A1;PLACA e=1 1/2" \A1;PLACA "C" e=3/4" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;6 d=1 1/4" \A1;PLACA e=1" \A1;PLACA "C" e=5/8" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;6 d=1" \A1;PLACA e=1" \A1;PLACA "C" e=1/2" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/2" \A1;PLACA e=1 1/4" \A1;PLACA "C" e=3/4" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;6 d=1" \A1;PLACA e=1" \A1;PLACA "C" e=1/2" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;6 d=1" \A1;PLACA e=1" \A1;PLACA "C" e=1/2" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=3/4" \A1;PLACA e=5/8" \A1;PLACA "C" e=1/2" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1 1/2" \A1;PLACA e=1 1/2" \A1;PLACA "C" e=3/4" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;8 d=1" \A1;PLACA e=1" \A1;PLACA "C" e=1/2" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;12 d=1 1/2" \A1;PLACA e=1 1/2" \A1;PLACA "C" e=1" a \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" Y "B" \A1;10 d=1 1/2" \A1;PLACA e=1 1/4" \A1;PLACA "C" e=1" a b 5 5 5 \A1;COLUMNA b 5 5 5 \A1;6d=1 1/2 \A1;d=1 1/2" b \A1;8 d=1 1/2" \A1;8 d=1 1/2" 5 5 5 b 5 5 5 \A1;8d 1 1/2" \A1;8d 1 1/2" b \A1;8d 1 1/2" \A1;8d 1 1/2" 5 5 5 5 5 5 5 5 5 b \A1;8d1 1/4" \A1;8d1 1/4" 5 5 b b b b b b b b b \A1;6d=1" \A1;6d=1" \A1;8 d=1 1/4" \A1;8 d=1 1/4" 5 5 \A1;6 d=1 1/4" \A1;6 d=1 1/4" \A1;6d1 1/4" \A1;6d1 1/4" \A1;6 d=1" 5 5 5 5 5 5 \A1;6 d=1" 5 5 \A1;8 d=3/4" \A1;8 d=3/4" 5 5 5 5 5 5 5 5 5 5 5 8 d=1 1/4" 8 d=1 1/4" 5 5 \A1;8 d=1 1/2" \A1;8 d=1 1/2" \A1;6 d=1" \A1;6 d=1" 5 5 \A1;8 d=1" \A1;8 d=1" 5 5 5 5 5 \A1;12 d=1 1/2" \A1;12 d=1 1/2" b b b \A1;10 d=1 1/2" \A1;10 d=1 1/2" ISOMETRICO \A1;PLACA "A" \A1;PLACA "B" \A1;PLACA "C" 5 5 5 \A1;PLACA "C" e=1" 5 5 5 \A1;PLACA "C" e=1" 5 5 5 5 \A1;PLACA "C" e=1" 5 5 5 \A1;PLACA "C" e=1" 5 5 5 5 5 5 5 5 \A1;PLACA "C" e=1" \A1;PLACA "C" e=3/4" 5 5 5 5 5 5 \A1;PLACA "C" e=3/4" \A1;PLACA "C" e=3/4" 5 5 5 5 \A1;PLACA "C" e=5/8" \A1;PLACA "C" e=1/2" 5 5 5 5 5 5 5 5 5 \A1;PLACA "C" e=1/2" 5 5 5 \A1;PLACA "C" e=1/2" 5 5 \A1;PLACA "C" e=3/8" 5 5 5 5 5 5 \A1;PLACA "C" e=3/4" 5 5 5 \A1;d=1 1/2" 5 5 5 \A1;PLACA "C" e=3/4" \A1;PLACA "C" e=1/2" 5 5 5 5 \A1;PLACA "C" e=1/2" 5 5 5 \A1;PLACA "C" e=1" 5 5 5 5 \A1;PLACA "C" e=1" \A1;PLACA "A" DETALLE 27 5 5 5 \A1;PLACA "C" \A1;PLACA "A" 5 5 5 TRABE TRABE \A1;PLACA "C" \A1;CONEXION A MOMENTO \A1;CONEXION A MOMENTO 5 5 5 5 5 5 \A1;4 d=1 1/2" CORTE 53-53 c T-13 45° PERFORAR PLACA CON BISEL A 45° b \A1;PLACA RIGIDIZANTE PLACA "B" RIGIDIZANTE PLACA MISMO ESPESOR QUE PLACA "C" b \A1;COLUMNA 3 45° TIPO \A1;T-19 \A1;T-19 5 5 d=1 1/2" VARILLA CORRUGADA \A1;d=1" \A1;d=1" \A1;T-20 \A1;CONEXION A MOMENTO CM-20 \A1;d=1" \A1;d=1" \A1;d=1" \A1;d=1" 3 d=1 1/4" \A1;PLACA 3/4" 5 5 d=1 1/2" \A1;PLACA "F" \A1;PLACA "F" EJE EJE \A1;CONEXION CC-20 5 5 d=1 1/4" 5 5 5 5 \A1;CONEXION CC-20 \A1;CONEXION CC-20 ANCLAS DE d=3/4" \A1;PLACA 1/2" \A1;PLACA 1/2" 5 DETALLE 19b \A1;PLACA "C" \A1;TRABE PRINCIPAL TRABE T-20 TRABE T-17 \A1;PLACA "C" Y Y 5 5 70 5 5 5 5 5 10 5 10 6 CORTE Y-Y EJE 5 5 T-17 \A1;T-20 PLACA "C" e= 1/2" 5 5 8 \A1;d=1 1/4" \A1;PLACA "C" e=5/8" d=3/4" 5 5 5 5 5 \A1;T-20 \A1;T-20 \A1;TRABE PRINCIPAL \A1;PLACA "A" 26a 26a DETALLE 23a 5 5 5 5 5 5 5 T-18, T-19 T-18, T-19 \A1;TRABE PRINCIPAL 5 5 5 5 5 5 PLACA "A" PLACA "B" CORTE 26a-26a 6 5 5 5 5 5 5 PLACA 1/2" PLACA "B" 5 5 5 5 5 5 6 5 5 5 5 \A1;d=1 1/4" \A1;d=1 1/4" \A1;T-18 O T-19 \A1;T-18 O T-19 \A1;TRABE PRINCIPAL d=1" d=1" d=1" DETALLE 19a \A1;PLACA "C" \A1;TRABE PRINCIPAL TRABE T-18 O T-19 TRABE T-20 \A1;PLACA "C" X X 5 5 5 5 5 5 5 5 10 5 10 6 CORTE X-X EJE 5 5 T-18 O T-19 \A1;T-20 PLACA "C" e= 1/2" 5 5 d=1" PLACA "C" e=1/2" d=3/4" 5 5 5 5 5 5 d=3/4" d=3/4" TRABE T-20 PLACA "A" Z DETALLE 24a 5 5 5 5 d=1 1/2" A1 5 5 5 5 5 A1 5 5 PLACA 1 1/2" PLACA 1 1/2" PLACA MISMO ESPESOR A PLACA "C" a Z PLACA "C" PLACA 1 1/2" PLACA MISMO ESPESOR QUE PLACA "A" CORTE Z-Z PLACA "A" PLACA "B" 5 5 5 PLACA "C" 5 5 5 5 PLACA MISMO ESPESOR QUE PLACA "B" PLACA MISMO ESPESOR QUE PLACA "A" \A1;PLACA "A" PLACA "B" 5 5 5 5 PLACA "C" 5 5 5 5 PLACA MISMO ESPESOR QUE PLACA "B" 6 6 12 12 a a T-11 COL. 5 45° T-11 5 45° 5 5 45° 5 45° a \A1;PLACA "C" TRABE T-11 5 45° 5 45° b 5 5 5 5 5 \A1;T-11 a 5 5 5 5 5 5 \A1;T-11 TRABE T-11 5 5 5 5 TRABE T-20 5 COL. 5 5 5 5 5 45° \A1;VER NUMERO DE TORNILLOS EN CONEXIONES 5 45° 12 12 12 12 12 12 12 12 12 12 12 12 10 10 10 10 6 6 12 12 12 12 10 10 10 10 12 12 12 12 \A1;d=1 1/2" ISOMETRICO \A1;PLACA "C" DETALLE 27a \A1;PLACA "C" TRABE 53 \A1;PLACA "C" \A1;PLACA "C" \A1;T-13 \A1;CONEXION A MOMENTO 53 TRABE 5 5 70 5 70 5 5 TRABE 53 \A1;T-13 53 70 5 70 5 45° 5 45° c \A1;PLACAS RIGIDIZANTES MISMO ESPESOR DE PLACA "A" 10 10 VER CONEXIONES A CORTANTE Y MOMENTO EN PLANOS CORRESPONDIENTES. 5 EJE 5 \A1;PLACA "C" EJE EJE \A1;DET. 15 \A1;DET. 15 \A1;DET. 15 \A1;DET. 15 5 d=1 1/2" 5 5 5 5 5 5 5 10 5 \A1;T-17 \A1;PLACA "A" CORTE VALIDO PARA T-16 PARA OTRAS TRABES VER PLANO DE CONEXIONES E-7 \A1;d=1 1/2" \A1;d=1 1/2" \A1;d=1 1/2" \A1;d=1 1/2" 1.- DIMENSIONES EN CENTIMETROS Y MILIMETROS. 2.- TODAS LAS COTAS DEBERAN VERIFICARSE EN PLANOS ARQUITECTONICOS 3.- LOS DETALLES QUE SE INDICAN ESTAN FUERA DE ESCALA 4.- ESPESORES DE SOLDADURA EN MILIMETROS ESPESORES DE PLACAS EN PULGADAS. 5.- MATERIALES: a).- ACERO A.S.T.M. A-36 (fy=2530 KG/CM2) b).- ACERO OR A-50 fy=3520 KG/CM2 c).- TODA LA SOLDADURA SERA E7018 EXCEPTO DONDE SE INDIQUE LO CONTRARIO d).- PARA FONDEAR USAR SOLDADURA E6010 EN SOLDADURA DE PENETRACION e).- ANCLAS DE PLACAS BASE fy=2530 KG/CM2 A-307 f).- ANCLAS PARA TRABES fy=4200 KG/CM2 (ACERO CORRUGADO) g).- TORNILLOS EN CONEXION ALTA RESISTENCIA A-325 DE TENSION CONTROLADA. 6.- LAS SOLDADURAS SERAN EJECUTADAS POR SOLDADORES CALIFICADOS 7.- LA SOLDADURA DEBERA CUMPLIR CON LAS ESPECIFICACIONES A.W.S. 8.- ESTE PLANO NO ES DE FABRICACION SOLO SE INDICAN PERFILES Y CONEXIONES, EL FABRICANTE DE LA ESTRUCTURA DEBERA ELABORAR PLANOS DE DETALLES Y MONTAJES. 9.- NOMENCLATURA DE PERFILES SEGUN MANUAL DE LA CONSTRUCCION EN ACERO A.C. "IMCA" 10.- ESTE PLANO ES COMPLEMENTO DEL E-1, E-2, E-3, E-4, E-5, E-6 Y DEL E-8 AL E-20. 11.- TODOS LOS MUROS DIVISORIOS SERAN DE TABLAROCA. 12.- LA ESTRUCTURA METALICA SE DEBERA PROTEGER CONTRA INCENDIO. 13.- LOS PERNOS DE CORTANTE SE DEBERAN COLOCAR EN TODAS LAS VIGAS METALICAS TANTO SECUNDARIAS COMO PRINCIPALES Y SERAN TIPO NELSON AUTOSOLDABLES O SIMILARES. 14.- TODAS LAS ANCLAS PARA COLUMNAS LLEVARAN DOBLE TUERCA Y ARANDELA CON EL FIN DE FACILITAR LA NIVELACION DE LA PLACA BASE, AL TERMINAR EL MONTAJE DEBE HABER UN MINIMO DE 3 CM. BAJO LA PLACA BASE PARA COLOCAR MORTERO ESTABILIZADOR INC¡DICADO EN PLANOS, LA RESISTENCIA DE ESTE MORTERO DEBE SER TIPO NO METALICO Y TENDRA UNA RESISTENCIA MINIMA A COMPRESION DE 450 KG/CM2 A LOS 28 DIAS. 15.- TODAS LAS SOLDADURAS DEBERAN REALIZARSE EN TALLER BAJO CONDICIONES ADECUADAS DE POSICION DEL SOLDADOR, CLIMA Y VOLTAJE. 16.- SOLAMENTE PODRAN REALIZARSE EN CAMPO AQUELLAS SOLDADURAS QUE SE INDIQUEN EXPLICITAMENTE EN DETALLES DE CONEXION. NOTAS GENERALES 1.- DIMENSIONES EN CENTIMETROS Y MILIMETROS. 2.- TODAS LAS COTAS DEBERAN VERIFICARSE EN PLANOS ARQUITECTONICOS 3.- LOS DETALLES QUE SE INDICAN ESTAN FUERA DE ESCALA 4.- ESPESORES DE SOLDADURA EN MILIMETROS ESPESORES DE PLACAS EN PULGADAS. 5.- MATERIALES: a).- ACERO A.S.T.M. A-36 (fy=2530 KG/CM2) b).- ACERO OR A-50 fy=3520 KG/CM2 c).- TODA LA SOLDADURA SERA E7018 EXCEPTO DONDE SE INDIQUE LO CONTRARIO d).- PARA FONDEAR USAR SOLDADURA E6010 EN SOLDADURA DE PENETRACION e).- ANCLAS DE PLACAS BASE fy=2530 KG/CM2 A-307 f).- ANCLAS PARA TRABES fy=4200 KG/CM2 (ACERO CORRUGADO) g).- TORNILLOS EN CONEXION ALTA RESISTENCIA A-325 DE TENSION CONTROLADA. 6.- LAS SOLDADURAS SERAN EJECUTADAS POR SOLDADORES CALIFICADOS 7.- LA SOLDADURA DEBERA CUMPLIR CON LAS ESPECIFICACIONES A.W.S. 8.- ESTE PLANO NO ES DE FABRICACION SOLO SE INDICAN PERFILES Y CONEXIONES, EL FABRICANTE DE LA ESTRUCTURA DEBERA ELABORAR PLANOS DE DETALLES Y MONTAJES. 9.- NOMENCLATURA DE PERFILES SEGUN MANUAL DE LA CONSTRUCCION EN ACERO A.C. "IMCA" 10.- ESTE PLANO ES COMPLEMENTO DEL E-1 AL E-10 Y DEL E-12 AL E-20. 11.- TODOS LOS MUROS DIVISORIOS SERAN DE TABLAROCA. 12.- LA ESTRUCTURA METALICA SE DEBERA PROTEGER CONTRA INCENDIO. 13.- LOS PERNOS DE CORTANTE SE DEBERAN COLOCAR EN TODAS LAS VIGAS METALICAS TANTO SECUNDARIAS COMO PRINCIPALES Y SERAN TIPO NELSON AUTOSOLDABLES O SIMILARES. 14.- TODAS LAS ANCLAS PARA COLUMNAS LLEVARAN DOBLE TUERCA Y ARANDELA CON EL FIN DE FACILITAR LA NIVELACION DE LA PLACA BASE, AL TERMINAR EL MONTAJE DEBE HABER UN MINIMO DE 3 CM. BAJO LA PLACA BASE PARA COLOCAR MORTERO ESTABILIZADOR INC¡DICADO EN PLANOS, LA RESISTENCIA DE ESTE MORTERO DEBE SER TIPO NO METALICO Y TENDRA UNA RESISTENCIA MINIMA A COMPRESION DE 450 KG/CM2 A LOS 28 DIAS. 15.- TODAS LAS SOLDADURAS DEBERAN REALIZARSE EN TALLER BAJO CONDICIONES ADECUADAS DE POSICION DEL SOLDADOR, CLIMA Y VOLTAJE. 16.- SOLAMENTE PODRAN REALIZARSE EN CAMPO AQUELLAS SOLDADURAS QUE SE INDIQUEN EXPLICITAMENTE EN DETALLES DE CONEXION. NOTAS GENERALES

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Steel
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Tags	autocad, DETAIL, details, DWG, stahlrahmen, stahlträger, steel, steel beam, steel frame, structural, structure, structure en acier