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At the ends
At 1/3 from both ends
At the mid span
At 1/4 from both ends
M
Sqrt(M)
M^2
M^3
I/2R
I/8R
I^2 /8R
I^2 /2d
Pd/4t
Pd/2t
Pt/4d
Pt/2d
1.5
2
2.5
3
WL/2
WL/4
WL/8
WL/16
Workability
Strength
The effects of temperature
The unit weight
Fcr = 0.35 S Fck
Fcr = 0.5 S Fck
Fcr = 0.7 S Fck
Fcr = 1.2 S Fck
Less
More
Equal
May be any of the above
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
8
12
16
24
350 Kg/cm^2 and 420 Kg/cm^2
420 Kg/cm^2 and 530 Kg/cm^2
420 Kg/cm^2 and 350 Kg/cm^2
530 Kg/cm^2 and 420 Kg/cm^2
Caused due to dead loads only
Caused due to live loads only
Caused due to both dead and live load
Independent of loads
Increases with age
Decreases with age
Remains constant
None of the above
0.36 Fck Xu
0.42 Fck Xu
0.446 Fck Xu
0.53 Fck Xu
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6 to 8.5
2%
4%
6%
8%
10 mm
15 mm
20 mm
13 mm
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
Doubled
Tripled
Halved
Minimum
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
Mat foundation
Raft foundation
Combined footing
Common foundation
Same as in the usual case
25 mm more than the cover in the usual cases
40 mm more than the cover in the usual cases
50 mm more than the cover in the usual cases
150 KN/mm^2
200 KN/mm^2
250 KN/mm^2
275 KN/mm^2
2
3
4
5
60
70
45
30
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Cr = 1.25 - Le/24b
Cr = 1 - Le/48b
Cr = 1.25 - Le/48b
Cr = 1.5 - Le/48b
Force
Pressure
Energy
Power
Sharp edged orifice
Venturimeter
Borda's mouth piece running free
Cippoletti weir
Surface run off and mass flow
Base flow and ground water run off
Deployed sub surface run off and deep percolation
Surface run off and interflow
Dicken's formula
Ryve's formula
Ali Nawab Jung Bahadur formula
Ingli's formula
H
H^1/2
H^3/2
H^5/2
Load/shear strength of a rivet
Load/bearing strength of a rivet
Load/tearing strength of a rivet
Load/rivet value
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