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Slab Beam

This document contains schedules for G.F. slab and beams. The slab schedule lists two slab panels with their overall thickness, main steel reinforcement, extra top steel at supports, and that one is a two-way slab and one is a one-way slab. The beam schedule provides information on four different beams including their size, bottom and top reinforcement, extra top steel at supports, and stirrup spacing. It also provides notes with specifications for dimensions, rebar grades, concrete mixes, cover depths, development lengths, and other construction details.

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sdworks24
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70 views1 page

Slab Beam

This document contains schedules for G.F. slab and beams. The slab schedule lists two slab panels with their overall thickness, main steel reinforcement, extra top steel at supports, and that one is a two-way slab and one is a one-way slab. The beam schedule provides information on four different beams including their size, bottom and top reinforcement, extra top steel at supports, and stirrup spacing. It also provides notes with specifications for dimensions, rebar grades, concrete mixes, cover depths, development lengths, and other construction details.

Uploaded by

sdworks24
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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SCHEDULE OF G. F.

SLAB
SR. PANEL OVERALL MAIN STEEL MAIN STEEL EXTRA TOP DISTRIBUTION REMARK
NO. CODE THICKNESS ON SHORT SPAN ON LONG SPAN AT SUPPORT@L/4 STEEL

1 S1 115MM # 8 MM @ 150c/c #8MM @ 150c/c #8MM @ 300c/c #8MM@150c/c TWO WAY SLAB
ALT. BENT UP ALT. BENT UP

2 S2 115MM # 8 MM @ 150c/c #8MM @ 150c/c #8MM @ 300c/c #8MM@150c/c ONE WAY SLAB N
ALT. BENT UP

NW

NE
W

E
SE
SW
SCHEDULE FOR G. F. SLAB BEAMS S

SR. BEAM OVERALL BOTTOM BOTTOM TOP EXTRA TOP AT LENGTH OF STIRRUP SPACING REMARKS
NO. CODE SIZE IN STRAIGHT CURTAILED STRAIGHT SUPPORT @L/4 CURTAILED
MM MM X NO MM X NO MM X NOS. MM X NOS. BAR

1 FB1 230 X 300 #12 X 2 #12 X 2 #12 X 2 #12 X 2 0.70L #6MM @ 100-150c/c FLOOR BEAMS

2 FB2 150 X 600 #12 X 2 #12 X 2 #12 X 2 #12 X 2 0.70L #6MM @ 100-150c/c FLOOR BEAMS

3 MB1 230 X 300 #12 X 3 #12 X 3 #6MM @ 100-150c/c MID LANDING BEAM

4 HB 230 X 115 #12 X 2 #12 X 2 #6MM @ 100-150c/c HIDDEN BEAMS

FB1 FB1 FB1


1.21 3.35
1) ALL DIMENSION ARE IN MM.
2) USE H.Y.S.D. BARS OF GRADE Fe-415.
S2 S1
FB1

FB1

FB1
2.83

2.83

3) R.C.C. WORK SHALL BE IN CONCRETE


S1
IN DESIGN MIX M-20 (1 : 1.5 : 3)
FB1
3.97

4) P.C.C. WORK SHALL BE IN MIX M-10.


5) COVER FOR:- BOTTOM SIDE
FB1 FB1 II) COLUMN ABOVE G.L. -- 25 MM
3.35 III) FOOTING 50 MM 30 MM
3.66
IV) BEAM 25 MM 25 MM
S1 FB1
FB1

FB1

V) SLAB 15 MM 25 MM
2.44

3.66
6) DEVELOPMENT LENGTH OF BARS.
I) IN COMPRESSION 46 X DIA. OF BARS.

II) IN TENSION 57 X DIA. OF BARS.


FB1

FB1
3.35 9) ALL EXTRA TOP BAR SHALL BE CARRIED UP
TO DISTANCE OF SPAN /4 IN TO ADJACENT
SPAN
FB1

FB1

S1 S2
2.74

6.02

10)IF TWO BEAMS HAVING DIFFERENT NO.OF BARS


AS EXTRA TOP HAVE COMMON SUPPORT THEN
THE GREATER OF TWO STEEL SHALL BE
PROVIDED.
FB1
FB1

11) IN CASE OF ANY OMISSION OR DOUBT.PLEASE


3.43
CONTACT THE ARCHITECT / UNDERSIGNED.
FB1

12) THIS DRAWING SHALL BE READ ALONG WITH


ARCHITECTURAL WORKING DRAWING.
S1
FB1
3.66

Owner Name :-
FB2

18171615 14 13
MB1
FB1

SHANTABAI G. BHURE
010203 040506 0708
07080910 1112

FB2 Project Name:-


FB1
RESIDENCE PROJECT

TITLE
STRUCTURAL DETAILS OF :-
GROUND FLOOR G.F. SLAB BEAMS
SLAB BEAMS DATE
20/12/2023
DRN.BY.
DRG. NO.

SCALE SHAILESH
1:100

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