8 T-8 30X45 4 no 20 mm dia bars C125,C131
v v v v
4 no 16 mm dia bars
v
v v 8 mm dia ties @
25 cm C/C and with
one link
v v
9 T-9 30X45 4 no 16 mm dia bars C119,C120,C121
v v v v 4 no 12 mm dia bars C122,C123,C126
v
C127,C128,C132
v v 8 mm dia ties @ C133,C134
19 cm C/C and with
one link
v v
10 T-10 30X35 4 no 20 mm dia bars C124
v v v v 4 no 16 mm dia bars
v
v v 8 mm dia ties @
25 cm C/C and with
one link
v v
11 T-11 30X35 4 no 16 mm dia bars C7,C8
v v v v 4 no 12 mm dia bars
v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
12 T-12 23X60 4 no 25 mm dia bars C65,C72,C73
v v v v
v v v v
4 no 20 mm dia bars
v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
1 T-11 30X60 8 no 25 mm dia bars
v v v v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
2NOS
1A T-11 30X50 8 no 25 mm dia bars C61
v v v v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
1 NO
1B T-11 30X45 8 no 25 mm dia bars C157 ,158 ,161,
v v v v 162
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
4 NOS
Page 3
NAME OF WORK:- CONSTRUCTION OF TWO COURT BUILDING
COMPLEX AT SOMPETA.
CONCRETE MIX: M 20 COVER : 55MM STEEL: Fe 415 (HYSD)
S.NO COLUMN REINFORCEMENT DETAILS COLUMN NOS
TYPE SIZE (cm)
1 T-11 30X60 8 no 25 mm dia bars C77,C100
v v v v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
2NOS
1A T-11 30X50 8 no 25 mm dia bars C61
v v v v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
1 NO
1B T-11 30X45 8 no 25 mm dia bars C157 ,158 ,161,
v v v v 162
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
4 NOS
2 T-3 30X50 4 no 25 mm dia bars C50 , 75, 129
v v v v 4 no 20 mm dia bars
v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
3 NOS
Page 4
2A T-3 30X45 4 no 25 mm dia bars C3 , 59 ,93
v v v v
4 no 20 mm dia bars
v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
3 NOS
3 T-9 30X60 8 no 20 mm dia bars C33, 34 , 35 ,40
v v v v
41 , 42, 64, 65, 66,
71, 72, 73.
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
12NOS
3A T-9 30X50 8 no 20 mm dia bars C58, 101 103
v v v v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
3 NOS
3B T-9 30X45 8 no 20 mm dia bars C4, 117, 123, 124,
v v v v 125, 130, 131
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
7NOS
3C T-9 23X50 8 no 20 mm dia bars C118 , 49.
v v v v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
2 NO
Page 5
3D T-9 23X45 8 no 20 mm dia bars C2, 39, 67, 70,
v v v v
141, 142, 149, 150.
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
8 NOS
4 T-1 30X50 4 no 20 mm dia bars C31, 44, 5453, 54
v v v v
4 no 16 mm dia bars 68, 69, 102,114.
v
v v 8 mm dia ties @
25 cm C/C and with
one link
v v
8 NOS
4A T-1 30X45 4 no 20 mm dia bars C155, 156, 159
v v v v 4 no 16 mm dia bars 160
v
v v 8 mm dia ties @
25 cm C/C and with
one link
v v
4 NOS
4B T-1 23X45 4 no 20 mm dia bars C32, 36, 43, 55, 63,
v v v v 4 no 16 mm dia bars 74, 79, 85, 143, 151.
v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
10 NOS
Page 6
4C T-1 23X50 4 no 20 mm dia bars C21, 135, 136.
v v v v
4 no 16 mm dia bars
v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
3 NOS
4D T-1 23X35 4 no 20 mm dia bars C1, 5, 6, 12, 52,
v v v v
4 no 16 mm dia bars 115
v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
6 NOS
5 T-6 30X45 4 no 16 mm dia bars C126, 127.
v v v v 4 no 12 mm dia bars
v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
2 NOS
5A T-6 23X50 4 no 16 mm dia bars C20, 84, 86.
v v v v 4 no 12 mm dia bars
v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
3 NOS
Page 7
5B T-6 23X45 4 no 16 mm dia bars C92, 96, 104, 137,
v v v v
4 no 12 mm dia bars 139, 154.
v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
6 NOS
5C T-6 23X35 4 no 16 mm dia bars C15, 17, 37, 87, 91,
v v v v
4 no 12 mm dia bars 97, 108, 111, 144.
v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
9 NOS
6 T-2 30X50 4 no 25 mm dia bars C57, 62, 78.
v v v v 4 no 16 mm dia bars
v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
3 NOS
7 T-5 30X60 8 no 16 mm dia bars C25, 30.
v v v v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
2 NOS
Page 8
7A T-5 30X45 8 no 16 mm dia bars C122, 140
v v v v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
2 NOS
7B T-5 23X50 8 no 16 mm dia bars C11, 28,45
v v v v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
3 NOS
7C T-5 23X45 8 no 16 mm dia bars C24, 90, 116,
v v v v 152,14,51,56.
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
7 NOS
7D T-5 23X35 8 no 16 mm dia bars C10,83,98,99,105.
v v v v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
5 NOS
Page 9
7E T-5 30X35 8 no 16 mm dia bars C7,8,13,16,19
v v v v
v v 8 mm dia ties @
23 cm C/C and with
one link
v v
5 NOS
8 T-4 30X60 8 no 12 mm dia bars C23,26
v v v v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
2 NOS
8A T-4 30X45 8 no 12 mm dia bars C128, 148.
v v v v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
2 NOS
8B T-4 23X50 8 no 12 mm dia bars C29.
v v v v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
1 NO
8C T-4 23X45 8 no 12 mm dia bars C22,27, 95.
v v v v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
3 NOS
Page 10
8D T-4 23X35 8 no 12 mm dia bars C18,80, 147.
v v v v
v v 8 mm dia ties @
19 cm C/C and with
one link
v v
3 NOS
9 T-7 45 cm 4 no 25 mm dia bars C145,C146
v
dia 4 no 16 mm dia bars
vv v
v v
8 mm dia ties @
v v
25 cm C/C and with
v v one link
v
2 NOS
10 T-10 30X60 8no 32mm dia bars C60.
v v v v
v v 8 mm dia ties @
25 cm c/c and with
one link
v v
1 NO
11 T-12 30X60 4 no 32 mm dia bars C94 ,109,110
v v v v 4 no 25 mm dia bars
v
v v 8 mm dia ties @
30 cm C/C and with
one link
v v
3 NOS
Page 11
12 T-8 23X35 4no 16mm dia bars C9, 38, 46,47,48
v v v
81,82,88 ,89, 96A,
106, 107, 112,113.
8 mm dia ties @
23 cm c/c
v
14 NOS
12A T-8 30X45 4no 16mm dia bars C119, 120, 121,
v v v
132, 133, 134,138
153
8 mm dia ties @
23 cm c/c
v
8 NO
TOTAL = 162NOS
NAME OF WORK : Construction of Degree college building at Jaheerabad.
Design of roof slab over: Study Room
1 Slab panel No : S 7 3.965
2 Slab thickness adopted 12 CM 7.015
3 Panel Size : (mXm) 3.97 X 7.02
4 Span ratio ly / lx 1.77
5 Edge conditions : One Short Edge Discontinuous.
6 LOADING :
Dead Load = 3.00 kN / m
2
Live Load = 4.00 kN / m
2
Floor Fisnishes = 1.50 kN / m
2
TOTAL LOAD = 8.50 kN / m2
7 Factored Moment ( 1.50 wlx2 ) 200.9515
8 B.M. Coeffitients - Ve B.M.at + Ve B.M.at Mid
from IS 456-2000 Continuous edge Span
Short Span 1.75 0.064 0.048
2.00 0.068 0.052
for ly / lx = 1.77 0.0643 0.0483
Long Span 0.037 0.028
SHORT SPAN Lx LONG SPAN Ly
Positive Moment at mid span Positive Moment at mid span =
= (1.5 X wlx2) a x 9.704 (1.5 X wlx2) X a y
Provide 10 mm Tor at 20 cm Provide 8 mm Tor at 23 cm
c/c ( 13.01 Knm ) c/c ( 7.61 Knm )
Alternatate rods cranked Alternatate rods cranked
Negative Moment at Continuous edge = Negative Moment at Continuous edge
(1.5 X wlx2) X x = (1.5 X wlx2) X y
12.920
Provide 10 mm Tor at 40 Provide 8 mm Tor at 46 cm
cm c/c ( 13.01 Knm ) c/c ( 7.61 Knm )
d.
Ve B.M.at Mid
pan
5.627
7.435
NAME OF WORK : Construction of 10 Judicial Quarters at Vijayawada.
Design of roof slab over: Bed Room
1 Slab panel No : S 13
2 Slab thickness adopted 10 CM
3 Panel Size : (mXm) 3.05 X 7.02
4 Span ratio ly / lx 2.30
5 Edge conditions : Two Adjacent Edges Discontinuous
6 LOADING :
Dead Load = 2.50 kN / m
2
Live Load = 2.00 kN / m
2
Floor Fisnishes = 1.50 kN / m
2
TOTAL LOAD = 6.00 kN / m2
7 Factored Moment ( 1.50 wlx2 ) 83.7225
8 B.M. Coeffitients - Ve B.M.at + Ve B.M.at Mid
from IS 456-2000 Continuous edge Span
Short Span 1.20 0.06 0.045
1.30 0.065 0.049
for ly / lx = 2.30 0.1151 0.0891
Long Span 0.047 0.035
SHORT SPAN Lx LONG SPAN Ly
Positive Moment at mid span Positive Moment at mid span =
= (1.5 X wlx2) a x 7.457 (1.5 X wlx2) X a y
Provide mm Tor at cm Provide mm Tor at cm c/c
c/c ( Knm ) ( Knm )
Alternatate rods cranked Alternatate rods cranked
Negative Moment at Continuous edge = Negative Moment at Continuous edge
(1.5 X wlx2) X x = (1.5 X wlx2) X y
9.635
Provide mm Tor at cm Provide mm Tor at cm c/c
c/c ( Knm ) ( Knm )
Ve B.M.at Mid
pan
2.930
3.935
N.W: construction of Triplex Building
COLUMNS STATEMENT
CONCRETE MIX: M 20 COVER : 40MM STEEL: Fe 415 (HYSD)
S.NO COLUMN REINFORCEMENT DETAILS COLUMN NOS
TYPE SIZE (cm)
1 T-1 23X35 6 no 16 mm dia bars C2 to C4 &
v v v
C8, C9,C11,C12
v v 8 mm dia ties @
23 cm C/C
v v
7 NOS
2 T-2 23x30 6 no 16 mm dia bars C6,C7
v v v
v v 8 mm dia ties @
23 cm C/C
v
2 NOS
3 T-3 23x30 4 no 16 mm dia bars C1,C15,C16,C17
v v v
8 mm dia ties @
23 cm C/C
v
4 NOS
4 T-4 23x30 6 no 12 mm dia bars C10
v v v
8 mm dia ties @
19 cm C/C
v
1 NO
5 T-5 30 cm C14
dia 6 no 16 mm dia bars
v v v
v
8 mm dia ties @
v v 23 cm C/C
v v
1 NO
6 T-6 23 cm C19,C21
dia 6 no 16 mm dia bars
v v v
v
8 mm dia ties @
v v 23 cm C/C
v v
2 NOS
7 T-7 30 cm C5,C13,C18,C20
dia 6 no 12 mm dia bars
v v v
v
8 mm dia ties @
v v 19 cm C/C
v v
4 NOS
PLINTH BEAM
1 no 16 mm dia. Bar extra over support
1 PB 23x30 3no 12 mm dia st.bars
v v v
8 mm dia ties @
20 cm C/C
v v
3no 12 mm dia BarS
