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Typical Details For Curtailment in Beam: End Section - Ee Mid Section - MM C.S of Consealed Roof Beam - (CB - 1)

The document outlines construction details for a residential building, including reinforcement specifications for beams and slabs. It specifies construction parameters, design parameters, and notes on the execution sequence. The project is titled 'Plinth Beam' and is intended for a residential structure with a G+2 configuration.

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radhi_rads89
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18 views1 page

Typical Details For Curtailment in Beam: End Section - Ee Mid Section - MM C.S of Consealed Roof Beam - (CB - 1)

The document outlines construction details for a residential building, including reinforcement specifications for beams and slabs. It specifies construction parameters, design parameters, and notes on the execution sequence. The project is titled 'Plinth Beam' and is intended for a residential structure with a G+2 configuration.

Uploaded by

radhi_rads89
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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3-Y12 3-Y12

Y8 STPS AT 6" C/C MID Y8 STPS AT 6" C/C MID


Y8 STPS AT 6" C/C SUP Y8 STPS AT 6" C/C SUP

3-Y12 3-Y12

SECTION END SECTION MID


C.S OF FLOOR BEAM -B - 5
(0'-9" x 1'-0")

Y8 STPS @
Y8 STPS @
SUPPORT 6" C/C MIDDLE 6" C/C

6-Y12 6-Y12
END SECTION - EE MID SECTION - MM

C.S OF CONSEALED ROOF BEAM - ( CB -1 )


( 5" x 1'-0")

TYPICAL DETAILS FOR CURTAILMENT IN BEAM

0.15L 0.25L 0.25L 0.15L


Ld

Ld
0.1L 0.15L 0.1L
L - SPAN LENGTH L - SPAN LENGTH
(CONTINUOUS BEAM) d - DEPTH OF BEAM
NOTE: MINIMUM 2 BARS SHALL BE
CONTINUOUS FOR FULL LENGTH
ALONG TOP AND BOTTOM FACE.

SCHEDULE OF ROOF SLAB FOR ALL FLOORS


SL SLAB DISTRIBUTOR REINFORCEMENT
THK SHORTER DIRECTION LONGER DIRECTION DETAILS TYPE OF SLAB S1
NO MARKED

01 S1 5" Y10 @ 6" C/C Y10 @ 6" C/C Y8 @ 8' C/C TWO WAY SLAB

02 S2 5" Y10 @ 6" C/C Y10 @ 6" C/C Y8 @ 8' C/C ONE WAY SLAB S2

CONSTRUCTION: GENERAL NOTES:


1. CONSTRUCTION PARAMETERS:
* NOMINAL COVER TO THE NEAREST REINFORCEMENT (INCLUDING LINKS) WITH 1. DRAWING PARAMETERS: PROJECT TITLE:
ONE HOUR FIRE RESISTANCE. * ALL DIMENSIONS ARE IN FEET & INCHES UNLESS OTHERWISE MENTIONED ON DRG.
SARAN CONSTRUCTION ---> COLUMN - 40mm(1.5"); ---> STRIP RAFT FOOTING - 50mm(2") * FIGURED DIMENSIONS SHALL BE FOLLOWED. RESIDENTIAL G+2
* LAP LENGTH: * THIS DRG. IS TO BE READ IN CONJUNCTION WITH ARCHITECTURAL DRG.
PERUMBAKKAM MINIMUM LENGTH - 41xd (d: least diameter of two bars) 2. DESIGN PARAMETERS: DRAWING TITLE:
CHEMMAI-600100 * DEVELOPMENT LENGTH: * GRADE OF CONCRETE - M20 For Column (Confirming to IS 456-2000) PLINTH BEAM
MINIMUM LENGTH - 50xd (d: diameter of bar) (from inner face of the support) * GRADE OF STEEL - fy - 500 (Confirming to IS 1786-1985)
2. CONSTRUCTION SEQUENCE:
REINFORCEMENT DETAILS
CONTACT NO: 7550066609 * ALL THE FLOOR BEAMS THAT SUPPORT UPPER FLOOR GREEN CONCRETE SHALL
BE PROPPED FOR MINIMUM PERIOD OF 7 days FROM THE TIME OF CONCRETING. SCALE:
EXECUTION NOTES:
CLIENT: MR.SHANKAR DATE: N.T.S
THE DESIGN DETAILS FOR PREPARING THE DRAWING SHALL BE STUDIED IN
CONJUNCTION WITH SP. 34 ALONG WITH RELEVANT GUIDELINES PRESENTED IN IS 12.05.2025
SITE: ALAPAKKAM 456-2000 AND THE CONSTRUCTION DRAWING SHALL BE PREPARED AND SUBMITTED TO REVISION:
THE STRUCTURAL CONSULTANT FOR APPROVAL.
00

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