Table - Shape 7
Minimum thickness for footing Cv= 75 mm
75 mm
Pedestal Ldh B
Pedestal
Height Total C3 TOC
bar size Ph Length
C1 50 mm
D- (mm) (mm) (mm) (mm)
12 195 200 1200 1520
16 260 250 1200 1635
20 325 375 1200 1825
Ph
25 405 425 1200 1955
32 515 550 1200 2190
50 mm
Ldh
C2 75 mm
PEDESTAL
CROSS
TIE
TIES CROSS TIES NOS. LENGTHS
PW PL h
A 10ф 150 2 2 90
B 10ф 150 2 2 90
C 10ф 150 6 0 90
D 10ф 150 2 0 90
E 10ф 150 6 2 90
F 10ф 150 4 2 90
G 10ф 150 6 0 90
MDRK RH-A PIPE SUPPORT FOUNDATION SCHEDULE
PEDESTAL FOO
TOS PL TOC BOF
S/N WIDTH LENGTH VERTICAL TIES WIDTH LENGTH
PIPE SUPPORT FDNNO TYPE
EL EL EL 'PW' 'PL' BARS 'FW' 'FL'
(m) (m) (m) (mm) (mm) (mm) (mm)
1 PS-01 1 1 100.15 98.75 550 550 12-16ф A 1100.00 1100.00
16 10ф
12 10
Bar size D Type of Bar 10 12 16 20 25 32
Pedestal designed bar 16 Type of
Bar
Cross Ties 11 16.00
Hoops : 4 16.00 1
Longitudional Bar : 7 0 0 1 0 0 0 2
Inner Longitudional Bar (1st) : 3
Inner Longitudional Bar (2nd) : 4
Inner Longitudional Bar (3rd) : 5
Inner Longitudional Bar (4th) : 6
Additional Supplement bar : 7
8
Pedesatl bottom Bar 9
10
Footing Designed bar 11
Top Bar : 11
Bottom Bar :
Side face Bar :
Diagonal Bar :
Shear Bar :
Total Length : 0 0 0 0 0 0 0 0
Unit weight kg/m 0.617 0.888 1.580 2.470 3.850 6.310
Designed Bar weight kg 0 0 0 0 0 0
MDRK RH-A PIPE SUPPORT FOUNDATION SCHEDULE
PEDESTAL FOO
TOS PL TOC BOF
S/N WIDTH LENGTH VERTICAL TIES WIDTH LENGTH
PIPE SUPPORT FDNNO TYPE
EL EL EL 'PW' 'PL' BARS 'FW' 'FL'
(m) (m) (m) (mm) (mm) (mm) (mm)
1 PS-01 1 1 100.15 98.75 550 550 12-16{ A 1100.00 1100.00
2 PS-01A,01 3 1 100.15 98.75 550 550 12-16{ A 1000.00 1000.00
3 PS-02 19 1 100.15 98.75 550 550 12-16{ A 1100.00 1100.00
4 PS-03 2 1 100.15 98.75 550 550 12-16{ A 1250.00 1250.00
5 PS-04 4 1 100.15 98.75 550 550 12-16{ A 1250.00 1250.00
6 PS-05 5 1 100.15 98.75 550 550 12-16{ A 1000.00 1400.00
7 PS-06 8 1 100.15 98.75 550 550 12-16{ A 1100.00 1100.00
8 PS-07 2 1 100.15 98.75 550 550 12-16{ A 1300.00 1300.00
9 PS-08 38 1 100.15 98.75 550 550 12-16{ A 1100.00 1100.00
10 PS-09 7 2 100.914 98.75 750 1350 36-16{ E 1750.00 1750.00
11 PS-10 2 2 100.914 98.75 750 1350 36-16{ E 2750.00 2750.00
12 PS-11 4 1 100.15 98.75 550 550 12-16{ A 900.00 900.00
13 PS-12 2 1 100.15 98.75 550 550 12-16{ A 1300.00 1300.00
14 PS-13 4 2 101.191 98.75 600 1050 20-16{ F 1500.00 2000.00
15 PS-14 3 2 101.242 98.75 600 1050 20-16{ F 1200.00 2400.00
16 PS-15 3 1 100.15 98.75 550 550 12-16{ A 900.00 900.00
17 PS-16 5 1 100.15 98.75 550 550 12-16{ A 1050.00 1050.00
18 PS-17 2 1 100.15 98.75 550 550 12-16{ A 1050.00 1050.00
19 PS-18 1 1 100.15 98.75 550 550 12-16{ A 1500.00 1500.00
20 PS-19 8 1 100.15 98.75 550 550 12-16{ A 1050.00 1050.00
21 PS-20 6 1 100.15 98.75 550 550 12-16{ A 1300.00 1300.00
22 PS-21 7 1 100.15 98.75 550 550 12-16{ A 1250.00 1250.00
23 PS-22 2 1 100.15 98.75 550 550 12-16{ A 1250.00 1250.00
24 PS-23 11 1 100.15 98.75 550 550 12-16{ A 1300.00 1300.00
25 PS-24 1 1 100.15 98.75 550 550 12-16{ A 1300.00 1300.00
26 PS-25 1 1 100.15 98.75 550 550 12-16{ A 1500.00 1500.00
27 PS-26 4 1 100.15 98.75 550 550 12-16{ A 1100.00 1100.00
28 PS-27, PS- 3 2 100.15 98.75 550 550 12-16{ A 900.00 900.00
29 PS-58 TO P 2 1 100.15 98.75 550 550 12-16{ A 1200.00 1200.00
30 PS-60 TO P 2 1 100.15 98.75 550 550 12-16{ A 1500.00 1500.00
31 PS-63 TO P 2 1 100.15 98.75 550 550 12-16{ A 2000.00 2000.00
32 PS-74A PS 2 1 100.15 98.75 550 550 12-16{ A 2000.00 2000.00
33 PS-91 TO P 2 1 100.15 98.75 550 550 12-16{ A 1200.00 1200.00
34 VALVE SUPPORTS
35 VS-01, VS- 1 5 100.303 98.55 450 1300 20-20{ C 2000.00 6100.00
36 VS-05, VS- 1 4 100.665 98.75 450 1000 24-16{ G 1400.00 2700.00
37 VS-07, VS- 1 4 100.72 98.75 450 1000 24-16{ G 1400.00 2700.00
38 VS-09, VS- 1 4 100.785 98.75 450 750 16-16{ D 1300.00 2500.00
39 VS-11, VS- 1 4 100.785 98.75 450 750 16-16{ D 1300.00 2500.00
40 TRAP SUPPORTS
41 TS-01 1 4 100.736 98.45 450 1000 24-16{ G 2000.00 6100.00
42 TS-02 2 2 100.836 98.75 450 750 16-16{ D 1400.00 1600.00
43 TS-03 2 2 100.887 98.75 450 650 16-16{ D 1400.00 1400.00
FOOTING
DEPTH LONG BARS SHORT BARS
'FD'
TOP BOTTOM TOP BOTTOM
(mm)
400.00 08-16ф 08-16ф 08-16ф 08-16ф
16 16 16 16
Length Remarks
H H+FD A B h
Nos. mm mm mm
11 1000 380 380
12 1000 1400 1243 250 A=(H+FD-C1)-(C2+ф1+ф2)
2 380 90
2 380 90
FOOTING
DEPTH LONG BARS SHORT BARS
'FD'
TOP BOTTOM TOP BOTTOM
(mm)
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 8-16{ 8-16{ 10-16{ 10-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 18-16{ 18-16{ 18-16{ 18-16{
500.00 28-16{ 28-16{ 28-16{ 28-16{
400.00 7-16{ 7-16{ 7-16{ 7-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 11-16{ 11-16{ 14-16{ 14-16{
400.00 9-16{ 9-16{ 17-16{ 17-16{
400.00 7-16{ 7-16{ 7-16{ 7-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 11-16{ 11-16{ 11-16{ 11-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 11-16{ 11-16{ 11-16{ 11-16{
400.00 8-16{ 8-16{ 8-16{ 8-16{
400.00 7-16{ 7-16{ 7-16{ 7-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
400.00 11-16{ 11-16{ 11-16{ 11-16{
400.00 14-16{ 14-16{ 14-16{ 14-16{
400.00 14-16{ 14-16{ 14-16{ 14-16{
400.00 9-16{ 9-16{ 9-16{ 9-16{
700.00 14-16{ 14-16{ 41-16{ 41-16{
600.00 10-16{ 10-16{ 19-16{ 19-16{
600.00 10-16{ 10-16{ 19-16{ 19-16{
600.00 9-16{ 9-16{ 17-16{ 17-16{
600.00 9-16{ 9-16{ 17-16{ 17-16{
800.00 14-16{ 14-16{ 41-16{ 41-16{
600.00 10-16{ 10-16{ 11-16{ 11-16{
600.00 10-16{ 10-16{ 10-16{ 10-16{
