TOP BAR

7"
CHAIR
NEGATIVE BAR (N)

3"
ALT. BARS

BUL
CL
L2
BLL BOTTOM BAR

3"
Typical Bent-up Detail For Slab Bars
9"x12" Upper Lvl

3"
Tie Beam
Condition

Ld

CHAIR DETAIL
8Ø - 6" C/C
L d+10Ø
8Ø - 6" C/C 1 " GAP BE TWEE N BARS /D IA. OF LARGER BAR

8Ø -4" C/C
FLOOR BEAM
8Ø -4" C/C
FLOOR BEAM
CHAIR DETAIL
SCALE:1"=2'0"
Z
Z

Typical Lap Location for Beam Bars 8Ø - 4" C/C

8Ø - 4" C/C 8Ø - 4" C/C
8Ø - 4" C/C

S ECONDARY BEAM
MID HEIGHT
Ld/2

MID HEIGHT
M AIN BEAM
Ld/2

L d+10Ø

Ld/2

MAIN BAR
Ld/2

8Ø - 6" C/C
8Ø - 6" C/C
9"
GL.
2 nos. - Ø 16
Connection Detail Between
Main & Secondary Beam Connection Detail Between Main & Secondary Beam

Ø
(Plan) 8Ø - 4" C/C
8Ø - 4" C/C 1 2"(MAX.) TIE BEAM
2"(MAX.) TIE BEAM

8Ø - 4" C/C
8Ø - 4" C/C
2"(MAX.)
2"(MAX.)

Tie Beam
2 LEGGED STIRRUPS 8Ø - 4" C/C FOUNDATION BEAM
8Ø - 4" C/C
FOUNDATION BEAM
T MT 8 Ø -4"/6" C/C Detail at 1 BARS ALO N G Y- AXIS
(N ot to Scale)
BARS ALO N G Y- AXIS For 8 Nos Bar BARS ALONG X- AXIS
BARS ALONG X- AXIS
m h ic

Ld. Ld.
Ld. Ld.
in h
(w

8 0 m r is
im e v

Ld
or hoo gr
u e

10Øb+Ld 1 " GAP BE TWEE N BARS

10 k le eat

3" TH. PCC (1:3:6)

Typ. Column Shear 3"500TH. PCC (1:3:6)
µ THK. DPM LAYING
Typ. Column Shear 500 µ THK. DPM LAYING Reinforcement Detail
Ø n er)

Reinforcement Detail
(Sectional Elevation)
Typical End Details For Beam Reinforcement

STIRRUP
gt
h

One Layer Flat Brick Soling

(Sub Structure)
DETAIL A-135°HOOK DETAIL END HOOKS OF STIRRUPS ARE
FOR STIRRUPS & TIES LOCATED ALTERNATELY AT TOP
CORNER BAR OF THE SECTION
SCALE=NTS