ABCDEFGHIJKLMNOPQRSTUVWXYZ
1
2
3
Read the following instruction before proceeding for Design
4
5
1
The design as per IS 456:2000 (Plain and reinforced concrete - code of practice) - Limit state method of design
6
2
The design approach is on the conservative side and for a economical design the user should follow either manual calculation
7
or any other relavant software/tool
8
3
For bearing capacity of soil the user refer documents related to soil investigation of the site.
9
4
Warning message is displayed if the footing pressure exceeds soil bearing capacity or if it is less than zero
10
5
For Pipe rack foundations, it should be ensure that the minimum contact area of footing with soil should be 75%
11
6
This design sheet carries out Flexure design, One way shear check and Two way shear check
12
7
b= should be always the longer side of the column
13
8
d= should be always the shorter side of the column
14
9
Bf= should be always the the longer side of the footing
15
10
Df= should be always the shorter side of the footing
16
11
In flexure, the footing will be designed for maximum pressure
17
12
All the cells that have border are to be filled by the user.
18
19
20
Disclaimer
21
This program has been prepared with utmost accuracy, still the AUTHOR does not hold any
22
responsibility for discrepancy occuring due to the use/misuse of this program
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100