Rcc Construction Detail DWG Detail for AutoCAD

Rcc Construction Detail DWG Detail for AutoCAD

cantilever chajja; one way slab, two slab; r.cc foundations, columns as per is code

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

span, typ., to ties, to longitudinal, sheet, submitted, ar. n.s rathore, sheet, r.c.c construction system, submitted, pawan kumar, reinforced concrete, of slab beam, typical reinforcement detail, stairs supported at ends of landing, showing postion of main reinforcement, reinft. if required, from b.m. consideration, landing, slab thickness, floor level, row of chairs, lap length, reinforcement as per design, footing, plinth, landing, row of chairs, slab thickness, riser, tread, typ., bar dia, ground floor, slop, typ., bar dia, first floor, column beam junction as well, ties as per schdeule to countinue in, mid span, typ., bar dia, beam, mid span, typ., beam, typ. elevation of column, typical plan, region, fl. lvl., column bars, intermediate support, end support, effective span, clear span, general arragement rules for continuous beam, intermediate beam, intermediate beam, top distribution steel, tied to main steel, using straight bars, using bars, continuous slab, moment, steel supporting, chairs near support, greater of, bottom steel if required to, reduce deflection and to, resist reversal of bending, edge beam, edge beam, brick wall, beam designed for, torsional bending, moment, section showing type bars, simplified rules for curtailment of bar section through middle strip, dist. bars at top, two, dist. bars at top, slab cantilevering from beam, top distribution steel, at if required, to act as chair also, cantilever slab countinous over brick wall, min., specify thickness, placed below bars placed in the, secation, plan, in plan, direction, detail of bars in shorter direction, secation, longer direction, detail of bars in, distribution bars bars mm, bar mn., disterbution bars, corner with one discontinuous end, torsional reinforcement in slabs, corner with two discontinuous ends, shorter span, cover mm, typical detail of slab spanining two direction, bars in shorter direction shall be, simply supported slab, shall be larger of, and, single hoop, h’ mm, shall be larger of, and, single hoop with crosstie, shall be larger of, and, overlapping hoops with crosstie, b’ mm, b’ mm, h’ mm, crosstie, provide crossite, rcc coping, bitumen painting, mud fuska, brick tiles, rcc slab, ceiling plaster, metal cradle, rawl plug with, ovel shaped slot, a.c. sheet, filled up with, bitumen filler, sepration joint detail at roof, rcc slab, ceiling plaster, gap, rawl plug with, ovel shaped slot and washer, a.c. sheet, rcc precast tile thick, mm gap, plaster, to match the floor, laid over coat of hot bitumen, floor, rawl plug and scerews, rcc beam, typical detail of expansion joint at floor in r.c.c, metal, bitumen filler, cradle filled up with, typical r.c.c staircase, ransverse, einforcement in, olumn, typical reinforcement details of column, cover to ties, rectangular column., and and, can be reduced to mm when, can be reduced to mm when, and, circular column., cover to ties, longitudinal, cover to ties, tie, cover to longitudinal, longitudinal bars, lateral ties., mm., pitch of, junction at extterior column., typical details of beam, column., in tension., bars.

Raw text data extracted from CAD file:

\A1;d \A1;MID SPAN \A1;MID SPAN \A1;MID SPAN \A1;12" TYP. \A1;d \A1;D \A1;0 < 12 MM \A1;COVER TO TIES \A1;>P/2. \A1;COVER TO LONGITUDINAL \A1;0 12MM. \A1;. \A1;>P/2 \A1;. \A1;. \A1;>300 \A1;b \A1;. \A1;a \A1;. \A1;>300 \A1;d \A1;D \A1;PITCH(P) \A1;Ld SHEET 2 OF 7 SUBMITTED TO:- AR. N.S RATHORE SHEET TITLE:- R.C.C CONSTRUCTION SYSTEM SUBMITTED BY:- PAWAN KUMAR SUB:- B.T&M V REINFORCED CONCRETE OF SLAB & BEAM TYPICAL REINFORCEMENT DETAIL STAIRS SUPPORTED AT ENDS OF LANDING - SHOWING POSTION OF MAIN REINFORCEMENT REINFT. IF REQUIRED FROM B.M. CONSIDERATION LANDING SLAB THICKNESS L d FLOOR LEVEL ROW OF CHAIRS LAP LENGTH REINFORCEMENT AS PER DESIGN 150 FOOTING PLINTH LANDING ROW OF CHAIRS L d SLAB THICKNESS RISER TREAD ( TYP. ) 47 X BAR DIA GROUND FLOOR 1:12 SLOP ( TYP. ) 47 X BAR DIA FIRST FLOOR COLUMN BEAM JUNCTION AS WELL TIES AS PER SCHDEULE TO COUNTINUE IN MID SPAN MID SPAN ( TYP. ) 47 X BAR DIA BEAM MID SPAN 12" TYP. BEAM BEAM d P.C.C.(1:4:8) TERRACE/MUMTY TYP. ELEVATION OF COLUMN 2" B L nl nb TYPICAL PLAN \A1;END REGION \A1;END REGION \A1;END REGION \A1;END REGION \A1;END REGION \A1;END REGION \H1x;BASEMENT FL. LVL. COLUMN BARS D L d INTERMEDIATE SUPPORT (RESTAINED) END SUPPORT EFFECTIVE SPAN 1 L 2 100% 1 0.15L 50% 50% 50% 100% 0.15L 2 1 0.15L 0.25L 2 0.25L 1 1 d L CLEAR SPAN L 0.25L GENERAL ARRAGEMENT RULES FOR CONTINUOUS BEAM c/d INTERMEDIATE BEAM 0.3 P 2 0.15 L 2 P 2 0.25 L 2 L L 2 INTERMEDIATE BEAM L d L 2 0.25 L 2 2 P P 0.3 2 > 0.15 L a 2 TOP DISTRIBUTION STEEL TIED TO MAIN STEEL 0.5 A s t 0.15 L 0.5 B - USING STRAIGHT BARS 1 L s 2 1 0.3 L 1 0.25 L A s 1 0.5 A A - USING BENT-UP BARS 1 0.25 L 1 1 s A 0.5 1 s A L 0.3 1 2 s A > 0.15 L 2 > 0.5 A s 1 A s A s 1 1 CONTINUOUS SLAB MOMENT ) 3 STEEL SUPPORTING CHAIRS NEAR SUPPORT t s A 0.5 GREATER OF OR 0.5 L L d L L 2 b BOTTOM STEEL ( IF REQUIRED TO REDUCE DEFLECTION AND TO RESIST REVERSAL OF BENDING 1 0.15 L 1 P P 2 EDGE BEAM 0.1 L a b EDGE BEAM 0.15 L 2 P 1 > 0.1 L 0.5 s 1 A P 1 L A 1 s 0.5 L d L BRICK WALL BEAM DESIGNED FOR TORSIONAL BENDING MOMENT L d SECTION SHOWING U - TYPE BARS st D 0.5 A x L SIMPLIFIED RULES FOR CURTAILMENT OF BAR - SECTION THROUGH MIDDLE STRIP DIST. BARS AT TOP (MIN. TWO BARS) (MIN. TWO BARS) DIST. BARS AT TOP d SLAB CANTILEVERING FROM A BEAM TOP DISTRIBUTION STEEL AT 90 IF REQUIRED TO ACT AS A CHAIR ALSO CANTILEVER SLAB COUNTINOUS OVER A BRICK WALL 75 ( MIN. ) SPECIFY THICKNESS PLACED BELOW BARS PLACED IN THE L x 5 A st SECATION A-A 0.1 Ly PLAN Ly IN PLAN L0NGER DIRECTION DETAIL OF BARS IN SHORTER DIRECTION SECATION B-B 2 d/3 L s A 8 3 ( T & B ) 5 x L 3 4 A s ( T & B ) ( T & B ) s A 4 3 2 P P 0.1 Ly LONGER DIRECTION DETAIL OF BARS IN DISTRIBUTION BARS ( 2 BARS MM ) x 5 L 3 A s 8 ( T & B ) L x 5 x L 5 x L ( 2 BAR MN. ) st L d/3 0.5 A DISTERBUTION BARS A st D CORNER WITH ONE DISCONTINUOUS END TORSIONAL REINFORCEMENT IN SLABS CORNER WITH TWO DISCONTINUOUS ENDS = SHORTER SPAN P COVER 15 MM (MIN) P TYPICAL DETAIL OF A SLAB SPANINING TWO DIRECTION BARS IN SHORTER DIRECTION SHALL BE SIMPLY SUPPORTED SLAB A B B A 10 d( 75 mm) > B d 300 mm > C h 300 mm > C h SHALL BE LARGER OF h AND B C C 7A SINGLE HOOP h' 300 mm > C 10 d( 75 mm) B d 300 mm > C > h SHALL BE LARGER OF h AND B C C 7B SINGLE HOOP WITH A CROSSTIE h SHALL BE LARGER OF h AND B C C 7C OVERLAPPING HOOPS WITH A CROSSTIE 10 d( 75 mm) > d B' d 300 mm > C h 300 mm > C B' 300 mm > C h' 300 mm > C CROSSTIE (B 300 mm) > C d h 300 mm > C PROVIDE A CROSSITE RCC COPING BITUMEN PAINTING TERRACING/ MUD FUSKA BRICK TILES RCC SLAB CEILING PLASTER METAL CRADLE GAP- 12MM GAP- 12MM RAWL PLUG WITH OVEL SHAPED SLOT A.C. SHEET FILLED UP WITH BITUMEN FILLER SEPRATION JOINT DETAIL AT ROOF (IN R.C.C) RCC SLAB CEILING PLASTER GAP GAP RAWL PLUG WITH OVEL SHAPED SLOT AND WASHER A.C. SHEET RCC PRECAST TILE 25MM THICK 12 MM GAP PLASTER TO MATCH THE FLOOR FINESH& LAID OVER A COAT OF HOT BITUMEN FLOOR RAWL PLUG AND SCEREWS RCC BEAM 300 TYPICAL DETAIL OF EXPANSION JOINT AT FLOOR IN R.C.C METAL BITUMEN FILLER CRADLE FILLED UP WITH TYPICAL R.C.C STAIRCASE T RANSVERSE R EINFORCEMENT IN C OLUMN TYPICAL REINFORCEMENT DETAILS OF COLUMN . >P/2 . COVER TO TIES . RECTANGULAR COLUMN. a < 200 AND a < 200 AND 0 =12 *COVER CAN BE REDUCED TO 25 MM WHEN >300 1 \A1;0 0 2 1 <1/40 <5mm. b . a *COVER CAN BE REDUCED TO 25 MM WHEN D < 200 AND 0=12 CIRCULAR COLUMN. 2 0 1 < 1/4 0 < 5MM. 1 \A1;0 . >300 d D d PITCH(P) < 3 0 2 > 1/6 < 25 MM > 75 MM 0 < 12 MM COVER TO TIES \A1; <15MM 1 >P/2. \A1; BAR=40MM. LONGITUDINAL BARS=40mm* COVER TO TIES \A1;CONTINUOUS TIE (SPIRAL) COVER TO LONGITUDINAL LONGITUDINAL BARS LATERAL TIES. 0 12MM. 1 2 1 b,160 &48 0 ) 15 MM. PITCH (P)(LEAST OF JUNCTION AT EXTTERIOR COLUMN. TYPICAL DETAILS OF A BEAM -COLUMN \A1;BEAM. \A1;END COLUMN. M L d IN TENSION. U-TYPE BARS. Ld

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, cantilever, cc, code, columns, concrete, construction, DETAIL, DWG, formwork, foundations, rcc, reinforced concrete, schalung, slab, stahlbeton