N

2-nos. 10mm Ø

CL
8mm Ø @ 6"c/c
x12" Upper Lvl LINTEL BAND
Tie Beam P P X- Section of Lintel Band at A-A
Condition

ALT. BARS NEGATIVE BAR (N)

BUL

BLL
L2

Typical Bent-up Detail For Slab Bars

2-nos. 8mm Ø

Ld

9"
8Ø - 6 " C/C
L d+10Ø
1 " GAP BE TWEE N BARS /D IA. OF LARGER BAR

GL. 8Ø - 4 " C/C

F L OOR BEAM
Z

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

8Ø - 4 " C/C
8mm Ø @ 6"c/c
S ECONDARY BEAM
M I D HEIGHT
X- Section of Sill Band at A-A
Ld/2

MAI N BE AM
L d+10Ø

Tie Beam
Ld/2

8Ø - 6 " C/C

2 nos. - Ø 16
Connection Detail Between
Main & Secondary Beam
(Plan)
Connection Detail Between Main & Secondary Beam

8Ø - 4 " C/C
8 MM Ø STIRRUPS @ 6" C/C
1 2 "(MAX.) TI E BEAM

8Ø - 4 " C/C

2 "(MAX.)
P 2-10 MM Ø MAIN BAR
2 LEGGED STIRRUPS 8Ø - 4 " C/C F OU ND ATI ON BEAM
T MT 8 Ø -4"/6" C/C Detail at 1 BARS ALONG Y- AXIS
(Not to Scale)
For 8 Nos Bar BARS ALONG X- AXIS

One Layer Flat Brick Soling Ld. Ld.

Ld

(Sub Structure) 10Øb+Ld 1 " GAP BE TWEE N BARS

Typ. Column Shear 3"500TH.

Reinforcement Detail
PCC (1:3:6)
µ THK. DPM LAYING

(Sectional Elevation)
Typical End Details For Beam Reinforcement

CL

" Upper Lvl

Tie Beam
Condition

8 MM Ø STIRRUPS @ 6" C/C

ALT. BARS NEGATIVE BAR (N)

SILL BAND Q 2-10 MM Ø MAIN BAR

BUL

BLL
L2

Typical Bent-up Detail For Slab Bars

SECTION AT N-N
9"
Ld

GL. L d+10Ø
1 " GAP BE TWEE N BARS /D IA. OF LARGER BAR
8Ø - 6 " C/C
SCALE :- 3/16"= 1'-0"
8Ø - 4 " C/C
F L OOR BEAM
Z

Typical Lap Location for Beam Bars

S ECONDARY BEAM
8Ø - 4 " C/C
8Ø - 4 " C/C

M I D HEIGHT
SILL & LINTAL BAND N
Ld/2

Tie Beam SCALE :- 3/32" = 1'-0"

MAI N BE AM
L d+10Ø

Ld/2

8Ø - 6 " C/C

2 nos. - Ø 16
Connection Detail Between
Main & Secondary Beam Connection Detail Between Main & Secondary Beam
(Plan) 8Ø - 4 " C/C

1 2 "(MAX.) TI E BEAM

8Ø - 4 " C/C

2 "(MAX.)

2 LEGGED STIRRUPS 8Ø - 4 " C/C

F OU ND ATI ON BEAM
T MT 8 Ø -4"/6" C/C
Detail at 1 BARS ALONG Y- AXIS

One Layer Flat Brick Soling

For 8 Nos Bar (Not to Scale)
BARS ALONG X- AXIS

Ld. Ld.

(Sub Structure)
Ld

10Øb+Ld 1 " GAP BE TWEE N BARS

Typ. Column Shear 3"500TH. PCC (1:3:6)

µ THK. DPM LAYING
Reinforcement Detail
(Sectional Elevation)
Typical End Details For Beam Reinforcement

CL

9"x12" Upper Lvl

Tie Beam
N
Condition

ALT. BARS NEGATIVE BAR (N)

BUL
2-nos. 10mm Ø
BLL
L2

Typical Bent-up Detail For Slab Bars

8mm Ø @ 6"c/c
9"
Ld
LINTEL BAND
GL.
P P
8Ø - 6 " C/C
L d+10Ø
1 " GAP BE TWEE N BARS /D IA. OF LARGER BAR

8Ø - 4 " C/C
F L OOR BEAM
X- Section of Lintel Band at A-A
Z

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

8Ø - 4 " C/C

S ECONDARY BEAM
M I D HEIGHT
Ld/2

MAI N BE AM

Tie Beam
L d+10Ø

Ld/2

8Ø - 6 " C/C 2-nos. 8mm Ø

2 nos. - Ø 16
Connection Detail Between
Main & Secondary Beam Connection Detail Between Main & Secondary Beam
(Plan) 8Ø - 4 " C/C

1 2 "(MAX.) TI E BEAM

8Ø - 4 " C/C

2 "(MAX.)

2 LEGGED STIRRUPS 8Ø - 4 " C/C

8mm Ø @ 6"c/c
F OU ND ATI ON BEAM
TMT 8 Ø -4"/6" C/C Detail at 1 BARS ALONG Y- AXIS
(Not to Scale)
For 8 Nos Bar
One Layer Flat Brick Soling
BARS ALONG X- AXIS

Ld. Ld.
X- Section of Sill Band at A-A

(Sub Structure)
Ld

10Øb+Ld 1 " GAP BE TWEE N BARS

Typ. Column Shear 3"500TH. PCC (1:3:6)

µ THK. DPM LAYING
Reinforcement Detail
(Sectional Elevation)
Typical End Details For Beam Reinforcement 8 MM Ø STIRRUPS @ 6" C/C

P 2-10 MM Ø MAIN BAR

EGATIVE BAR (N) ALT. BARS NEGATIVE BAR (N)

8 MM Ø STIRRUPS @ 6" C/C
BUL BUL

L2
BLL
L2
BLL SILL BAND Q 2-10 MM Ø MAIN BAR
Typical Bent-up Detail For Slab Bars

L d+10Ø
Ld

1 " GAP BE TWEE N BARS /D IA. OF LARGER BAR

8Ø - 6 " C/C SECTION AT N-N
8Ø - 4 " C/C
F L OOR BEAM
SCALE :- 3/16"= 1'-0"
Z

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

SILL & LINTAL BAND N

8Ø - 4 " C/C

S ECONDARY BEAM
M I D HEIGHT
Ld/2

MAI N BE AM
L d+10Ø

Ld/2

Connection Detail Between

2 nos. - Ø 16
8Ø - 6 " C/C
SCALE :- 3/32" = 1'-0"
Main & Secondary Beam Connection Detail Between Main & Secondary Beam
(Plan) 8Ø - 4 " C/C

1 2 "(MAX.) TI E BEAM

8Ø - 4 " C/C

2 "(MAX.)

2 LEGGED STIRRUPS 8Ø - 4 " C/C F OU ND ATI ON BEAM

TMT 8 Ø -4"/6" C/C Detail at 1 BARS ALONG Y- AXIS
For 8 Nos Bar (Not to Scale)
BARS ALONG X- AXIS

Ld. Ld.

Ld

10Øb+Ld 1 " GAP BE TWEE N BARS

Typ. Column Shear 3"500TH. PCC (1:3:6)
µ THK. DPM LAYING
Reinforcement Detail
(Sectional Elevation)
Typical End Details For Beam Reinforcement