Ld

50Ø
2d 2d Ld 2-T12 BAR
2d 2d 2d 50Ø 2d LD
0.3L1 0.3L1
0.3L1 0.3L1 0.3L2 0.3L2

LD

d
d
d
2-T12 BAR

LD 0.1L1 0.15L1
BOTTOM EXTRA BAR LD
0.1L1 CONTINUES MAIN BAR 0.15L1 0.15L2 0.15L2
BOTTOM EXTRA BAR
LEFT EXTRA BAR RIGHT EXTRA BAR
CONTINUES MAIN BAR
LEFT EXTRA BAR RIGHT EXTRA BAR
L1
L1 L2

TYPICAL BEAM DETAILS

TYPICAL BEAM DETAILS

7 8

Ld Ld
COLUMN
Ld Ld
2-T12 BAR
2-T12 BAR
Ld

1000
1000
Ld
2F.SSL Ld
6000
250

250
200

2-T12 BAR
CONTINUOUS MAIN BAR
2-T12 BAR
CONTINUOUS MAIN BAR

TYPICAL BEAM DETAILS(TYPE-38)

2 1 : 20

Ld 600

Ld
2-T12 BAR
LD 0.1xL d1x2 d1x2 d2x2 LD
0.1L
T12@100 mm c/c
T12@100 mm c/c T12@100 mm c/c
LEFT EXTRA BAR d2x2
800
1F.SSL Ld 2-T12 BAR RIGHT EXTRA BAR

100
100
3000
450

500

d2
150

0.1xL
LD CONTINUOUS MAIN BAR 800 LD
Ld
CONTINUOUS MAIN BAR BOTTOM EXTRA BAR RIGHT EXTRA BAR

TYPICAL BEAM DETAIL (TYPE-19,21)

1 1 : 20

ARCHITECT -: CLIENT -:
PROJECT -:
Mr Selva Kumar residence 1.STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION
WITH RELEVANT ARCHITECTURAL AND SERVICES DRAWINGS.
4.CONCRETE GRADE:
1. COLUMN - M40

- Madurai
2.DO NOT SCALE. FOLLOW WRITTEN DIMENSIONS ONLY. ALL 2. BEAM - M30
DIMENSIONS ARE IN MM. UNLESS OTHERWISE SPECIFIED. 3. WALL - M30
1.COVER 4. SLAB - M30
1. COLUMN (<230) -25 MM 5. FOUNDATION - M30
COLUMN (>=230) -40MM 5.DEVELOPMENT LENGTH (Ld) : 50d (50xDIA)
2. BEAM -25 MM
3. SLAB -20 MM 6. REINFORCED STEEL SHALL BE TMT BARS OF
DRAWING TITLE -: 4. FOOTING GRADE Fe500 CONFORMING TO IS STRUCTURAL CONSULTANT -: JOB NO : ESP23045 DRAWN BY:- MK
BOTTOM -50MM 1786-2008
SIDE -75MM
ES STRUCTURAL CONSULTANT DATE : 30-12-24 SHEET SIZE:- A1
TYPICAL FLOOR BEAM SECTION 0 30-12-24 FOR APPROVAL PRC PRC 7.SBC=230KN/m2 UPTO A DEPTH OF 3M AND SBC=

Rev Date Description Chkd Appd.

400KN/m2 BEYOND 3M FROM EGL AS PER SOIL
REPORT
B167, 12th cross street, Jawahar Nagar, SHEET NO : ES-DE-06 REV.NO:- 0
Palayamkottai, Tirunelveli-627007
REVISION SCHEDULE Tel.No:0462 2553764/4950764 SCALE : 1 : 20 LEVEL :