Calculation of Pipe Support
Calculation of Pipe Support
Calculation of Pipe Support
=
=
=
=
=
Load on Support(W)
.D.t.S..g
W =
7,399.54
=
=
=
Wb =
14.8
2700
L.g
392.01
kg/m
mm
6000
1000
8000
5
9.81
mm
mm
kg/m
mm
m/s
(FRP=2000 kg/m)
D
N
W
N
Weight of Media
Density of Water()
1000
kg/m
Density of air()
1.23
kg/m
Load on Support(W)
.D.S..g
L
Wm =
Therefore,
Total Force on Vertical support(F1)
=
=
56.88
W/2+w/2+Wm/2
3,924.22
N
1920
mm
=
=
F/A
2.04
N/mm
172
N/mm
3,440,000.00
F1/A
xy
2.04
F1 x d
5,297,693.25
=
=
100
100
Mb.y/I
77.00
F1
mm4
N/mm
N.mm
mm
mm
N/mm
Combined stress is simplfied formula of Strain Energy Distorsion using Von Mises Theory of
Failure Equition and the bending stress & shear stress for Y-Z and Z-X plane will be zero.
F2
Effective Stress
77.08
N/mm2
=
140
= 5FL3/384 EI
N/mm
210,000.00
N/mm
3.8620184E+014
2.7740160E+014
1.39
mm
L/240
(assume)
11.25
mm
entry data
calculated data
fixed data
###
###
=
=
=
=
=
3000
1000
8000
5
9.81
Load on Support(W)
.D.t.S..g
W =
3,699.77
mm (Maximum)
mm
kg/m
mm
m/s2
N
H
=
=
=
Wb =
17.9
kg/m
2000
mm
Unit mass x L x g
351.20
N
X2
X1
X
Weight of Media
Density of Water()
Density of air()
=
=
=
Load on Support(W)
Wm =
Total Load on Support(F)
1000
1.23
kg/m
kg/m
.D.S..g
23,123.57
= W+Wb+Wm
27,174.54
=
=
1000
Fxd
27,174,541 N.mm
N
mm
50
mm
1200
mm
X1
600
mm
[50+(800-100)/2]
X2
1150
mm
[800-50]
Fb
= Mb/(X+X1+X2)
=
Force on top bolt
Recommended Force
16.13
N/mm
= Fb x (H-X)
=
18,546.42 N
=
=
18.55
30.00
KN
KN
Therefore,
The Stud anchor is safe for supporting system.
Cross sectional area of beam (A)
Moment of Inertia(I)
Beam width (y)
Beam Depth(h)
Shear Stress on horizontal Bar
xy
=
=
=
=
=
=
2,720
19,500,000
200
80
F/A
9.99
Mb.y/I
139.36
mm
mm4
mm (U Channel)
mm (U Channel)
N/mm
N/mm
Combined stress is simplfied formula of Strain Energy Distorsion using Von Mises Theory of
Failure Equition and the bending stress & shear stress for Y-Z and Z-X plane will be zero.
Effective Stress
140.43
Allowable Stress
Effective Stress
N/mm
=
172
N/mm
Pipe+Water weight(Fp)
26,823.34
210,000.00
N/mm
= Fp d(3L-d)/6 E I
= 1.341167E+014
2.457000E+013
=
5.46
FL/8EI
0.09
mm
Total Deflection
5.54
mm
Allowable Deflection
L/240
8.33
<
mm
mm
entry data
calculated data
fixed data