Sch of RCC Col_Beams_Footings
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Transcript of Sch of RCC Col_Beams_Footings
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7/24/2019 Sch of RCC Col_Beams_Footings
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SCHEDULE OF RCC COLUMNS
S.
NO
COLUMN
MARK
SIZE OF
COLUMN
X SEC PLAN
DETAILS
MAIN LONGITUDINAL
REINFORCEMENT BARS
TRANSVERSE REINFORCEMENT IN Lo PORTION
( SEISMIC REINFORCEMENT RINGS AS PER IS-139! AT EIT"ER
SIDE OF EAC" #OINT $
TRANSVERSE REINFORCEMENT IN
BALANCE PORTION
REMARKS
LENGT" LO DIA % SPACING OF RINGS S"APE DIA % SPACING S"APE
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SCHEDULE OF RCC BEAMS : PLINTH BEAMS (PB), LINTEL BEAMS (LB), FLOOR BEAM (FB), & ROOF BEAMS (RB)
S.
NO
BEAM
MARK
&IDT"
OF BEAM
DEPT" OF
BEAM
MAIN LONGITUDINAL REINFORCEMENT IN BEAMS S"EAR STIRRUPS IN BEAMS DISTANCE X REMARKS
MAIN LONGITUDINAL BARS T"ROUG"T EXTRA BARS FROM FACE OF
SUPPORT TO
DISTANCE X
INREMAINING
PORTION OF T"E
BEAM
AT TOP AT BOTTOM AT TOP AT BOTTOM
PLINT" BEAMS (PB$
LINTEL BEAMS (LB$
FLOOR BEAMS (FB$
ROOF BEAMS (RB$
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SCHEDULE OF RCC TWO WAY FLOOR SLABS (FS) & ROOF SLABS (RS)
S.
No
SLAB
MARK
T"ICKNES
S
T'PE OF
SLAB
REINFORCEMENT REMARKS
S"ORT SPAN MAIN BARS LONG SPAN MAIN BARS DISTR OF BARS AT TOP ON CRANKED UP
PORTION OVER SUPPORTS
AT BOTTOM EXTRA BARS AT TOP
OVER SUPPORTS
AT BOTTOM EXTRA BARS AT TOP
OVER SUPPORTS
ALONG S"ORT
SPAN
ALONG LONG SPAN
FLOOR SLABS
ROOF SLABS
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SCHEDULE OF RCC ISOLATED COLUMN FOOTINGS
S.
No
ISOLATED
COLUMN
FOOTING
MARK
DEPT" OF
FOOTING
BELO& GL
(D$
SIZE OF FOOTING IN PLAN DEPT" OF FOOTING REINFORCEMENT IN FOUNDATION FOOTING REMARKS
BREADT" LENGT" DEPT" DEPT" TOTAL DEPT" BOTTOM OF FOOTING TOP OF FOOTING
B L ) 1 ) ) 1 * ) PARALLEL
TO
BREADT"
PARALLEL
TO LENGT"
PARALLEL
TO
BREADT"
PARALLEL
TO LENGT"
FOR ) AND) REFER
T'PICAL
DETAILS OF
ISOLATED
COLUMN
FOOTING.
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SCHEDULE OF RCC COMBINED COLUMN FOOTINGS
S.
No
COMBINE
D COLUMN
FOOTING
MARK
DEPT" OF
FOOTING
BELO& GL
(D$
SIZE OF FOOTING IN PLAN DEPT" OF FOOTING REINFORCEMENT IN FOUNDATION FOOTING REMARKS
BREADT" LENGT" DEPT" DEPT" TOTAL DEPT" BOTTOM OF FOOTING TOP OF FOOTING
B L ) 1 ) ) 1 * ) PARALLEL
TO
BREADT"
PARALLEL
TO LENGT"
PARALLEL
TO
BREADT"
PARALLEL
TO LENGT"
FOR ) AND
) REFER
T'PICAL
DETAILS OF
COMBINED
COLUMN
FOOTING.
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