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(Sub Structure) : CL 9"x12" Upper LVL Tie Beam

The document provides detailed structural reinforcement specifications for a 9"x12" upper level tie beam, including bar placement, lap locations, and connection details between main and secondary beams. It outlines the use of various bar sizes and spacing, as well as typical end details for beam reinforcement. Additionally, it includes specifications for substructure elements such as brick soling and concrete mix details.

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Titan Aethel
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22 views1 page

(Sub Structure) : CL 9"x12" Upper LVL Tie Beam

The document provides detailed structural reinforcement specifications for a 9"x12" upper level tie beam, including bar placement, lap locations, and connection details between main and secondary beams. It outlines the use of various bar sizes and spacing, as well as typical end details for beam reinforcement. Additionally, it includes specifications for substructure elements such as brick soling and concrete mix details.

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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CL

9"x12" Upper Lvl


Tie Beam

Condition
ALT. BARS NEGATIVE BAR (N)

BUL

BLL
L2

Typical Bent-up Detail For Slab Bars

Ld

9"
8Ø - 6" C/C
Ld+10Ø

GL.
1" GAP BETWEEN BARS/DIA. OF LARGER BAR

8Ø -4" C/C
FLOOR BEAM

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

SECONDARY BEAM
MID HEIGHT

Ld/2
MAIN BEAM

Ld+10Ø
Tie Beam

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.) TIE BEAM

8Ø - 4" C/C

2"(MAX.)

2 LEGGED STIRRUPS 8Ø - 4" C/C


FOUNDATION 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

One Layer Flat Brick Soling Ld. Ld.

Ld

(Sub Structure) 10Øb+Ld 1" GAP BETWEEN BARS

Typ. Column Shear 3"500TH.µ THK.


Reinforcement Detail
PCC (1:3:6)
DPM LAYING

(Sectional Elevation)
Typical End Details For Beam Reinforcement

CL

9"x12" Upper Lvl


Tie Beam
Condition

ALT. BARS NEGATIVE BAR (N)

BUL

BLL
L2

Typical Bent-up Detail For Slab Bars

9"
Ld

GL.
8Ø - 6" C/C
Ld+10Ø
1" GAP BETWEEN BARS/DIA. OF LARGER BAR

8Ø -4" C/C
FLOOR BEAM

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

SECONDARY BEAM
MID HEIGHT

Ld/2
Tie Beam
MAIN BEAM
Ld+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.) TIE BEAM

8Ø - 4" C/C

2"(MAX.)

2 LEGGED STIRRUPS 8Ø - 4" C/C FOUNDATION BEAM


TMT 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 BETWEEN BARS

Typ. Column Shear 3"500TH.µ THK.


PCC (1:3:6)
DPM LAYING
Reinforcement Detail
(Sectional Elevation)
Typical End Details For Beam Reinforcement

CL

9"x12" Upper Lvl


Tie Beam
Condition

ALT. BARS NEGATIVE BAR (N)

BUL

BLL
L2

Typical Bent-up Detail For Slab Bars

Ld

9"
GL.
P
8Ø - 6" C/C
Ld+10Ø
1" GAP BETWEEN BARS/DIA. OF LARGER BAR

8Ø -4" C/C
FLOOR BEAM
Z

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


8Ø - 4" C/C

SECONDARY BEAM
MID HEIGHT
Ld/2

MAIN BEAM

Tie Beam
Ld+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.) TIE BEAM

8Ø - 4" C/C

2"(MAX.)

2 LEGGED STIRRUPS 8Ø - 4" C/C


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

One Layer Flat Brick Soling


BARS ALONG X- AXIS

Ld. Ld.

(Sub Structure)
Ld

10Øb+Ld 1" GAP BETWEEN BARS

Typ. Column Shear 3"500TH.µ THK.


PCC (1:3:6)
DPM LAYING
Reinforcement Detail
(Sectional Elevation)
Typical End Details For Beam Reinforcement

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