Civil/Structural Engineers need to know how difficult to design pipe support with a safe & economical design to support the piping loads, especially when final piping drawings are not available. ...
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Civil/Structural Engineers need to know how difficult to design pipe support with a safe & economical design to support the piping loads, especially when final piping drawings are not avai…Deskripsi lengkap
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PETRONAS pipe support
PETRONAS pipe supportDescrição completa
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Piping Engineer/Designer can refer to this to design Pipe support.Full description
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Specification for Pipe Support
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Pipe Support calculation
2000
(Load is at Cantilever of Beam)
1000
Distance Between two support(S) Diameter of Pipe(D) Density of Steel(ρ) Pipe Wall thickness(t) Specific Gravity(g)
= = = = =
Load on Support(W)
=
3000 150 8000 6 9.81
mm (Maximum) mm kg/m³ mm m/s2
D
π.D.t.S.ρ.g
W =
665.96
N H
Unit Weight of bar Length of bar(L) Total Weight of bar
= = = Wb =
4.5 kg/m 400 mm Unit mass x L x g 17.66 N
X2 X1 X
Weight of Media Density of Water( ρ) Density of air( ρ)
= = =
Load on Support(W)
1000 1.23
¼π.D².S.ρ.g
Wm = Total Load on Support(F)
Distance from support to F (d) Moment due to Load (Mb)
kg/m³ kg/m³
520.28
N
= W+Wb+Wm =
1,203.90
= =
150 Fxd
=
N mm
180,58 180,585 5 N.mm N.mm
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Distance of lowest bolt from base of support X =
100
mm
Total vertical length of support(H)
100
mm
=
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304540999 Pipe Support Design
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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
= = = = =
564 126,000 50 50 F/A
Γxy = Stress on horizontal Beam (δx) δx
2.13
=
Mb.y/I
=
35.83
mm² mm4 mm (Equal Angle) mm (Equal Angle) N/mm²
N/mm²
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.