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Lintel Band: (Sub Structure)

The document provides detailed structural reinforcement specifications for beams, including dimensions and materials such as 10mm and 8mm diameter bars, stirrups, and brick soling. It includes various cross-sections and connection details for lintel and sill bands, along with specific spacing and placement instructions. The document is intended for construction purposes, ensuring proper reinforcement and structural integrity.

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Titan Aethel
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0% found this document useful (0 votes)
43 views1 page

Lintel Band: (Sub Structure)

The document provides detailed structural reinforcement specifications for beams, including dimensions and materials such as 10mm and 8mm diameter bars, stirrups, and brick soling. It includes various cross-sections and connection details for lintel and sill bands, along with specific spacing and placement instructions. The document is intended for construction purposes, ensuring proper reinforcement and structural integrity.

Uploaded by

Titan Aethel
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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TOP BAR

7"
CHAIR

3"
BOTTOM BAR CL

3"
9"x12" Upper Lvl

3"
Tie Beam

Condition
CHAIR DETAIL CHAIR DETAIL
SCALE:1"=2'0"

MAIN BAR
N 9"
GL.

Ø
2-nos. 10mm Ø

Tie Beam

m hic
in h
(w

80 m h r is
im ev
u e
or oo gre
8mm Ø @ 6"c/c
LINTEL BAND

10 k le ate
P P

Ø n r)
X- Section of Lintel Band at A-A
STIRRUP

gth
One Layer Flat Brick Soling
2-nos. 8mm Ø (Sub Structure)
DETAIL A-135°HOOK DETAIL END HOOKS OF STIRRUPS ARE
FOR STIRRUPS & TIES LOCATED ALTERNATELY AT TOP
CORNER BAR OF THE SECTION
8mm Ø @ 6"c/c SCALE=NTS
X- Section of Sill Band at A-A

8 MM Ø STIRRUPS @ 6" C/C

P 2-10 MM Ø MAIN BAR

CL
CL
9"x12" Upper Lvl 9"x12" U
9"x12" Upper Lvl Tie Beam Tie

Condition
Tie Beam

Condition
ALT. BARS N EG ATIV E BA R (N)

BUL

B LL
L2

Typical Bent-up Detail For Slab Bars

Ld

9"
Ld+10Ø
1 " GA P BE TWEE N BA RS/D IA . OF LARGER BAR

8 MM Ø STIRRUPS @ 6" C/C 9" GL.


GL. Typical Lap Location for Beam Bars

SILL BAND Q 2-10 MM Ø MAIN BAR SECO NDA RY BEAM

MAI N BEAM

Ld+10Ø
Tie Beam Ti
Tie Beam
2 nos . - Ø 16
Connecti on Detail Between
Mai n & Secondary Beam Connecti on Detail Betw een Main & Secondary Beam
( Plan)
1

SECTION AT N-N
SCALE :- 3/16"= 1'-0"
Detail at 1

SILL & LINTAL BAND N


(Not to Scale)
For 8 Nos Bar

One Layer Flat Brick Soling On


One Layer Flat Brick Soling Ld

SCALE :- 3/32" = 1'-0" (Sub Structure) 1 0Øb+Ld 1 " GA P BE TWEE N BARS

(Sub Structure) (Sectional El evation)


Typical End Detai ls For Beam Reinforcement

N TOP BAR

2-nos. 10mm Ø
7"

3"

CHAIR

BOTTOM BAR CL
3"

8mm Ø @ 6"c/c 9"x12" Upper Lvl


LINTEL BAND
3"

P P X- Section of Lintel Band at A-A Tie Beam

Condition
CHAIR DETAIL CHAIR DETAIL
SCALE:1"=2'0"
2-nos. 8mm Ø

MAIN BAR
9"
GL.
Ø

8mm Ø @ 6"c/c
X- Section of Sill Band at A-A
Tie Beam
m hic
in h
(w

80 m h r is
im ev

8 MM Ø STIRRUPS @ 6" C/C


u e
or oo gre
10 k le ate
Ø ng r)

P 2-10 MM Ø MAIN BAR


STIRRUP
th

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

8 MM Ø STIRRUPS @ 6" C/C

SILL BAND Q 2-10 MM Ø MAIN BAR

SECTION AT N-N
SCALE :- 3/16"= 1'-0"

SILL & LINTAL BAND N


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

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