(Sub Structure) (Sub Structure) : Chair Detail
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Titan Aethel(Sub Structure) (Sub Structure) : Chair Detail
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Titan AethelTOP BAR
7"
N EGATIVE BAR (N)
CHAIR
3"
ALT. BARS
ALT. BARS N EGATIVE BAR (N)
BUL
CL
BUL
CL BLL BOTTOM BAR
3"
Typical Bent-up Detail For Slab Bars
9"x12" Upper Lvl
BLL
3"
Typical Bent-up Detail For Slab Bars
9"x12" Upper Lvl Tie Beam
Condition
Tie Beam
Condition
Ld
CHAIR DETAIL
L d+10Ø
CHAIR DETAIL
Ld
L d+10Ø
Typical Lap Location for Beam Bars SCALE:1"=2'0"
Typical Lap Location for Beam Bars
L d+10Ø
MAIN BAR
9"
L d+10Ø
C o n n ectio n D etailBetween
Main & Seco n d aryBeam C o n n ectio n D etail B etween Main & SecondaryBeam GL.
9"
Ø
GL.
(Plan)
C on n ectio n D etailBetween
Main & Seco n daryBeam C on n ectio n D etail B etween Main & SecondaryBeam 1
(Plan)
1
BARS AL ONG Y- AXIS For 8 Nos Bar
Detail at 1
( No t to Scale)
BARS AL ONG Y- AXIS
Tie Beam
Tie Beam
BAR S AL ON G X-AXIS
Detail at 1 BAR S AL ON G X-AXIS
m hic
BARS AL ONG Y- AXIS Ld. Ld.
BARS AL ONG Y- AXIS For 8 Nos Bar ( No t to Scale) Ld. Ld.
in h
BAR S AL ON G X-AXIS
(w
8 0 m h r is
BAR S AL ON G X-AXIS
im ev
Ld. Ld. Ld
Ld. Ld.
u e
or oo g re
10 Øb+Ld
Ld 3 " TH . PC C (1 :3 :6)
Typ. Column Shear
10 k le ate
Typ. Column Shear 35"00THµ.THK.
PC C (1 :3 :6)
DPM LAYING Reinforcement Detail
5 00 µ THK. DPM LAYING
Ø n r)
10 Øb+Ld
Typ. Column Shear 3 " TH . PC C (1 :3 :6) Reinforcement Detail ( Sect io nal Elevat ion)
3 " TH . PC C (1 :3 :6) 5 00 µ THK. DPM LAYING
Typ. Column Shear 5 00 µ THK. DPM LAYING Reinforcement Detail T yp ical En d D etails F o r B eam R einforcement
Reinforcement Detail
STIRRUP
( Sect io nal Elevat ion)
T yp ical End D etails F o r B eam R einforcement
gth
One Layer Flat Brick Soling
One Layer Flat Brick Soling
(Sub Structure)
(Sub Structure) DETAIL A-135°HOOK DETAIL END HOOKS OF STIRRUPS ARE
FOR STIRRUPS & TIES LOCATED ALTERNATELY AT TOP
CORNER BAR OF THE SECTION
ALT. BARS N EGATIVE BAR (N) SCALE=NTS
ALT. BARS N EGATIVE BAR (N)
BUL
CL
BUL
CL BLL
Typical Bent-up Detail For Slab Bars
9"x12" Upper Lvl
BLL
Typical Bent-up Detail For Slab Bars
9"x12" Upper Lvl Tie Beam
Condition
Tie Beam
Condition
Ld
L d+10Ø
Ld
L d+10Ø
Typical Lap Location for Beam Bars
Typical Lap Location for Beam Bars
L d+10Ø
9"
L d+10Ø
C o n n ectio n D etailBetween
Main & Seco n d aryBeam C o n n ectio n D etail B etween Main & SecondaryBeam GL.
9"
GL.
(Plan)
C on n ectio n D etailBetween
Main & Seco n daryBeam C o n nection D etail B etween Main & SecondaryBeam 1
(Plan)
1
BARS AL ONG Y- AXIS For 8 Nos Bar
Detail at 1
( No t to Scale)
BARS AL ONG Y- AXIS Tie Beam
Tie Beam
BAR S AL ON G X-AXIS
BARS AL ONG Y- AXIS
Detail at 1 BARS AL ONG Y- AXIS
BAR S AL ON G X-AXIS
Ld.
Ld. BAR S AL ON G X-AXIS
( No t to Scale)
BARS AL ONG Y- AXIS For 8 Nos Bar BAR S AL ON G X-AXIS Ld. Ld.
BAR S AL ON G X-AXIS Ld. Ld.
Ld. Ld. Ld BARS AL ONG Y- AXIS
Ld. Ld.
BAR S AL ON G X-AXIS
10 Øb+Ld BARS AL ONG Y- AXIS
Ld 3 " TH . PC C (1 :3 :6)
Typ. Column Shear BAR S AL ON G X-AXIS Ld. Ld.
Typ. Column Shear 35"00THµ.THK.
PC C (1 :3 :6)
DPM LAYING Reinforcement Detail
5 00 µ THK. DPM LAYING
10 Øb+Ld
3 " TH . PC C (1 :3 :6) Reinforcement Detail Ld. Ld. Typ. Column Shear 35"00THµ.THK.
PC C (1 :3 :6)
DPM LAYING
Typ. Column Shear ( Sect io nal Elevat ion)
Reinforcement Detail
Typ. Column Shear 35"00THµ.THK.
PC C (1 :3 :6)
DPM LAYING Reinforcement Detail
5 00 µ THK. DPM LAYING
T yp ical En d D etails F o r B eam R einforcement
Reinforcement Detail ( Sect io nal Elevat ion) 3 " TH . PC C (1 :3 :6)
Typical En d D etails F or B eam R einforcement
Typ. Column Shear 5 00 µ THK. DPM LAYING
Typ. Column Shear 35"00THµ.THK.
PC C (1 :3 :6) Reinforcement Detail
One Layer Flat Brick Soling
DPM LAYING
Reinforcement Detail
One Layer Flat Brick Soling
(Sub Structure)
(Sub Structure)
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