Beam Gantry DWG Detail for AutoCAD

Beam reinforcement details

Drawing labels, details, and other text information extracted from the CAD file:

axis of dam, elevation, side elevation, reinforcement details, sfr e.f, section, read this drg. alongwith relevant general arrangement drawings., all dimensions are in mm. and levels are in m., if laps in longitudinal bars shall be provide near, supports for bottom near centre for top bars., clear cover to outer most bars shall be, reinforcement steel shall be t.m.t. bars conforming, at any section not more than of bars shall be lapped, and lap length shall be ‘ld’ of smaller bar dia. of bar., all hooks lapes splices shall be as per latest is:, concrete grade shall, rail

Raw text data extracted from CAD file:

\A1;2L- d10 @ 100 c/c \A1;750 \A1;2000 \A1;750 \A1;1800 \A1;900 \A1;20460 \A1;900 \A1;2000 \A1;750 \A1;40 \A1;2500 \A1;2500 \A1;750 \A1;1800 \A1;2000 \A1;2000 \A1;40 \A1;20500 \A1;20460 \A1;900 \A1;18000 \A1;3500 \A1;1800 AXIS OF DAM EL 200.67 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 2 2 1 1 4 – d32 EF \A1;le 2L- d10 @ 100 c/c \A1;le \A1;le 8 – d32 8 – d32 8 – d32 8- d32 8 – d32 4 – d32 EF \A1;le ELEVATION SIDE ELEVATION REINFORCEMENT DETAILS (1:2) 5 5 5 5 SFR 1-T10 E.F SFR 4-T32 E.F SECTION 1-1 (1:5) SECTION 2-2 (1:5) \LN O T E S 1. READ THIS DRG. ALONGWITH RELEVANT GENERAL ARRANGEMENT DRAWINGS. 2. ALL DIMENSIONS ARE IN mm. AND LEVELS ARE IN M. 6. IF REQUIRED, LAPS IN LONGITUDINAL BARS SHALL BE PROVIDE NEAR SUPPORTS FOR BOTTOM BARS.& NEAR CENTRE FOR TOP BARS. 7. CLEAR COVER TO OUTER MOST BARS SHALL BE 50mm. 4. REINFORCEMENT STEEL SHALL BE T.M.T. BARS Fe-500D CONFORMING TO IS:1786: 2008. 5. AT ANY SECTION NOT MORE THAN 50% OF BARS SHALL BE LAPPED AND LAP LENGTH SHALL BE ‘Ld’ OF SMALLER BAR DIA. Ld=50xDIA. OF BAR. 8. ALL HOOKS BENDS, LAPES & SPLICES SHALL BE AS PER LATEST IS: 456. 3. CONCRETE GRADE SHALL BE:- M25. 5 5 5 RAIL