Basavarajukodu skewed deck rebar schedule

skewed deck rebar schedule

1. 1 2 3 4 5 6 7 8
7 8
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
CLIENT:
PROJECT: Construction of H.L.B on the R\/f P.V.R&B Road to
Andaleese(via) Perikipalem ,Tholeru on Basavaraju
Kodu Major Drain
TITLE : DECK SLAB DETAILS--2
SCALE : NTSDRG. NO :
PR \/ WG \/ HLB \/ BASAVA \/ 002--Sh3
DHARMA SASTHA CONSULTANTS &
STRUCTURAL ENGINEERS
101, Divya Srisai Residency,Allasani Peddana st.
Ashok Nagar,ELURU,West Godavari District
[email protected] : Ph: 7032628724
CONSULTANTS
DRAWN BY CHECKED BY DESIGN ENGINEER
1 2 3 4 5 6 7 8
900
300
35003500
300
20
WEARING
COAT
10000
1
2
3
4
5
700
APPROACH
SLAB
200
845
7500
4
3
2
1
7
6
DECK SLAB L\/S
DECK SLAB C\/S---SECTION C---C
BAR
MARK
SHAPE OF
BAR
BAR
DIA(mm)
SPACING
(mm)
1
2
3
4
5
6
7
16 150
12 125
12 150
25 100
8 14 Nos
10 200
NOTES:-
1. ALL DIMENSIONS ARE IN MILLIMETERS
2. DO NOT SCALE THE DRAWING.ONLY
FIGURED DIMENSIONS SHALL BE
CONSIDERED
3. PILE REINFORCEMENT IS NOT SHOWN IN
THE DRAWING TO AVOID AMBIGUITY.PILE
REINFORCEMENT SHOULD EXTEND INTO
THE PILE CAP
4.THE SPACING OF BARS SHALL BE SUCH
THAT THE CONCRETE CAN BE PLACED
AND COMPACTED SATISFACTORILY FOR
THE DEVELOPMENT OF ADEQUATE BOND.
THE AGGREGATE SIZE, SHALL BE CHOSEN
TO PERMIT ADEQUATE COMPACTION
AROUND THE BARS WHERE IS THE
NOMINAL SIZE AS PER IS383.
5 .THE CLEAR DISTANCE, (HORIZONTAL AND
VERTICAL) BETWEEN INDIVIDUAL
PARALLEL BARS OR HORIZONTAL LAYERS
OF PARALLEL BARS SHALL NOT BE LESS
THAN MAXIMUM OF (A) LARGEST BAR
DIAMETER (B) (Da + 10 MM) OR
(C) 20 MM.
6. WHERE BARS ARE POSITIONED IN
SEPARATE HORIZONTAL LAYERS, THE
BARS IN EACH LAYER SHOULD BE
LOCATED VERTICALLY ABOVE EACH
OTHER. WHERE ACCESS FOR VIBRATOR
NEEDLE IS REQUIRED, THE SPACING
BETWEEN COLUMNS OF BARS SHALL NOT
BE LESS THAN 50 MM.
7. LAPPED BARS MAY TOUCH ONE ANOTHER
WITHIN THE LAP LENGTH.
8. THE REINFORCING BARS SHALL BE SO ANCHORED THAT WHILE THEIR
COMPRESSIVE OR TENSILE FORCES ARE TRANSMITTED TO THE CONCRETE.
THELONGITUDINAL CRACKING OR SPALLING OF CONCRETE IS AVOIDED.
TRANSVERSE REINFORCEMENT SHALL BE PROVIDED IN ACCORDANCE WITH
CLAUSE 15.2.5.1 .3. IN CALCULATION OF AREA OF TRANSVERSE
REINFORCEMENT, THE STEEL PROVIDED FOR ANY OTHER REASON SUCH AS
DISTRIBUTION STEEL IN SLABS OR SHEAR REINFORCEMENT IN BEAMS, CAN BE
COUNTED.
9. WHERE MECHANICAL DEVICES ARE USED, THEIR EFFECTIVENESS SHALL BE
PROVEN AND CAPACITY TO TRANSMIT THE CONCENTRATED FORCE AT THE
ANCHORAGE SHALL BE ESTABLISHED BY TESTS.
10. ANCHORAGE OF BARS AND HOOKS SHALL BE AS PER CHAPTER 15 OF IRC
112-2011
8150
8450
8
9 10 150
8
20 150
25 125