L2,95 30d10 c/20 P 22 L<> 14d10+12 c/40 P28-29 DROP PANEL E N L A R G E D P L A N ESCALA GRAFICA 5. L<> 22d10 c/20 P32 5 SECCION C - C Escala 1 : 10 L=4.50 S E C T I O N Q Q ' 0,05 CHINA MOSIAC B.B.C. L4,1 13d10+12 c/40 P 30-31 @ 150 C/C AVG. 4.00 SC 1:25 L<> 22d10 c20 P 33 L<> 25d10c/20 POS 21 COLOUMN CAPITAL 5 5 2000 450 6.- COEFICIENTES DE SEGURIDAD g\fDutch801 Rm BT|b0|i0|c0|p18;c = 1.50, \fUniversalMath1 BT|b0|i0|c2|p18;g\fDutch801 Rm BT|b0|i0|c0|p18;s = 1.15, \fUniversalMath1 BT|b0|i0|c2|p18;g\fDutch801 Rm BT|b0|i0|c0|p18;f = 1.35, \fUniversalMath1 BT|b0|i0|c2|p18;g\fDutch801 Rm BT|b0|i0|c0|p18;f = 1.50 LAID TO SLOPE More from my site. L=3.7 20d10c20 POS 20 0,05 5,8 SURFACE REINFORCEMENT DISTRIBUTION - WIRE FABRICS ..... 113 14.1. COLOUMN SIDE X 3=1350 \A1;1350 5 L2,95 40d10 c/20 P 22 DROP PANEL SC 1: 250 I think that this is the best and quick way. 5 L3,25 25d10c/20 POS 21 0,2 6 5 \A1;S/3=2000 S/2=3000 In case the generated dxf or dwg file doesn't show the zones you may need to save the rtd file and restart Robot first. R 1,05 S= SPAN =6000 Greetings 5 BARS 16 DIA.150 C/C 16 MM DIA. SC 1:25 \A1;0.20 S= SPAN =6000 L2,95 40d10 c/20 P 22 L'inscription et faire des offres sont gratuits. 5 0,1 links, for capital, capital bars, mm dia, avg., coloumn bars, mm dia, coloumn, links dia., drop panel, coloumn capital, coloumn, coloumn strip, bars, mm dia., bottom bars mm dia., drop panel bars dia., bothways, drop panel, coloumn capital, coloumn, coloumn bars, view, not to scale, span, mm thk. \A1;43.00 L<> 40d10 c/20 P25 L4,6 14d10+12 c/40 P28-29 S URFACE REINFORCEMENT … 450 L2,95 17d10 c/20 P 23 S= SPAN =6000 \A1;S= SPAN =6000 3 175 MM THK SLAB \A1;S= SPAN =6000 L 3.4 40d10 c/20 POS 20 \A1;S= SPAN =6000 0,852 0,15 \A1;6.00 0,22 L<> 40d10 c/20 P 22 \A1;0.20 SHOWING COLUMN CAPITAL L= 46 40d10 c/20 POS 2 L4,6 14d10+12 c/40 P28-29 @ 150 C/C L 3.4 40d10 c/20 POS 20 SHOWING DROP PANEL REINFORCEMENT L<> 40d10c/20 P 22 5 @ 150 C/C 5 CUALQUIER MODIFICACIÓN SERÁ DE EXCLUSIVA RESPONZABILIDAD DEL PROPIETARIO @ 150 C/C 10.- VERIFICAR DIMENSIONES EN OBRA Y CON PLANOS DE ARQUITECTURA 5 3 16 MM DIA. L2,95 40d10 c/20 P 22 2 2000 I have great experience in Tekla Structures, AutoCAD Structural Detailing (ASD), and AutoCAD. 5 C L=4.50 0,05 COLOUMN CAPITAL 0,1 5 5 0,05 L=7.7 40d10c/20 POS 20 L=3.25 17d10 c/20 POS 6 2000 \A1;0.20 1,081 L<> 25d10c/20 POS 21 SLAB STRIP 5 0,2 CAPITAL BARS 0,05 5 COLOUMN DETAIL M' L=28.40 27d10 c/20 POS 10 960.55 0,1 0,2 DROP PANEL 5 S= SPAN =6000 L4,6 14d10+12 c/40 P28-29 L=14.90 30d10 c/20 POS 8 L<> 17d10 c/20 P 23 D 0,1 L4,6 14d10+12 c/40 P28-29 L=4.45 23d10 c/20 POS 3 \A1;0.10 EN UNA DIRECCION SECCION D - D Escala 1 : 10 DROP PANEL \A1;SPAN = S = 6M L 3.4 40d10 c/20 POS 20 L<> 40d10 c/20 P25 NOT TO SCALE L<> 22d10 c/20 P32 0,852 L=4.45 23d10 c/20 POS 3 L=3.25 40d10 c/20 POS 20 16 MM DIA. COLOUMN 5 5 1350 COLOUMN BARS COLOUMN BARS L = 7.7 40d10 c/20 POS 2 COLOUMN 450 X 450 LINKS Column Slab Typical Reinforcement Detail CAD Template DWG. L 3.4 40d10 c/20 POS 20 COLOUMN 450x450 16 MM DIA L=3.25 17d10 c/20 POS 6 Structural plan for slab with unidirectional steel reinforcement, include shoulders and sections, a.s.e., pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, posss, pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, pos, structural slab plane, in one direction, slab of light, title of the plane, plane number, discipline, sector, date:, scale:, reviewed, project title, calculating, graphic scale, existing overload, check dimensions on site with architectural plans, the responsibility of the designer is limited to the extent that the Bolivian standard is complied with the calculation hypotheses.
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