Beam Deflection Calculation Of The Supported Load 2D DWG Elevation for AutoCAD

2d elevation drawing

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

box deflections, mbres, Mr, to the. bronze cast, structural calculation, box deflections, mbres, Mr, to the. bronze cast, structural calculation, ieff, beef., Mr, mbres, scale for defl. line, scale for bending mom. line, yield point, material, safety factor, max. border dist., moment of inertia, max.deflection, max.bending moment, max.deflection, max.bending moment, max.stress, max.deflection, max.bending moment, fscm no, size, rev, contract no, appr., issued, check, drawn, file name, scale, sheet, dwg no, box deflections, mbres, Mr, to the. bronze cast, structural calculation, flexion calculation, Jose M

Raw text data extracted from CAD file:

180 141.12875 5.557 5.557 1452.304 1896.888 cuadro deflexiones s F 2 1 725.00 [N] 360.0000 [deg] 0.0832 [deg] 1275.00 [N] 0.00 [N] 360.0000 [deg] -0.0905 [deg] 500 30 40 Mbres Sres 1896.888 103421 172 Al. Bronze Cast 1.9248 5.557 1452 1452.304 1.07:1 23.353 28.87287 E-3 89.357 2.256982 E-18 2.8599 E-15 23.353 432.93:1 28.87287 E-3 calculo estructural 1 I s A s t c I 2 [mm] [mm^ 4] [mm^ 4] [mm^ 2] [mm] 0.0 2500 25 25 52000 52000 – 180 141.12875 5.557 5.557 1452.304 1896.888 cuadro deflexiones s F 2 1 725.00 [N] 360.0000 [deg] 0.0832 [deg] 1275.00 [N] 0.00 [N] 360.0000 [deg] -0.0905 [deg] 500 30 40 Mbres Sres 1896.888 103421 172 Al. Bronze Cast 1.9248 5.557 1452 1452.304 1.07:1 23.353 28.87287 E-3 89.357 2.256982 E-18 2.8599 E-15 23.353 432.93:1 28.87287 E-3 calculo estructural [N/mm^ 2] [N/mm^ 2] [mm] [mm^ 4] [mm^ 4] [mm^ 4] I2 I1 Ieff [mm] [N/mm^ 2] [mm] Mb1 S2 Mb2 Res. Sres Mbres [mm] S1 Scale for Defl. Line Scale for Bending Mom. Line Yield Point E-Modulus Material Safety Factor Max. Border Dist. Moment of Inertia Moment of Inertia Moment of Inertia Max.Deflection Max.Bending Moment Max.Deflection Max.Bending Moment Max.Stress Max.Deflection Max.Bending Moment [Nm] [Nm] [Nm] A B C D E F A B C D E F 2 1 3 4 5 6 7 8 1 3 2 7 6 8 !GENTITLE-LL !GENTITLE-RU !GENTITLE-MAX !GENTITLE-INSERT – FSCM NO SIZE REV CONTRACT NO APPR. ISSUED CHECK DRAWN FILE NAME SCALE SHEET DWG NO 1 2 F s 180 141.12875 5.557 5.557 1452.304 1896.888 cuadro deflexiones 725.00 [N] 360.0000 [deg] 0.0832 [deg] 1275.00 [N] 0.00 [N] 360.0000 [deg] -0.0905 [deg] 500 30 40 Mbres Sres 1896.888 103421 172 Al. Bronze Cast 1.9248 5.557 1452 1452.304 1.07:1 23.353 28.87287 E-3 89.357 2.256982 E-18 2.8599 E-15 23.353 432.93:1 28.87287 E-3 calculo estructural CALCULO DE FLEXION 1:1 23/02/2013 JOSEM – A3