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20150202 2 TEC OMN SM CHW PIPE SUPPORT SYSTEM R0
Fischer FZEP. O. Box 261738, Jebel Ali free Zone, Dubai,UAETel.:
+96824503915 Fax: +96824503920Mob: +96892881260
Suspended CHW Pipe SupportSyed Muzaffer
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TITLE PROJECT
CLIENT CONT BY SMA
SafeGraGraDef
Span Spacing Pipe Weight
+ InsulationPoint Load on Channel
CHW Pipe dia ( mm)
Od of Pipe (mm)
OD with Insulation
(mm)(MM) (M) kG/M kN
1 25 33.4 183.4 620 2.40 3.49 0.08 FUS 21/2 7.8% 2 32 42.2 192.2
640 2.40 4.87 0.12 FUS 21/2 11.2% 3 40 48.3 198.3 650 2.40 6.12
0.15 FUS 21/2 14.4% 4 50 60.3 210.3 680 2.40 8.61 0.21 FUS 21/2
21.1% 5 65 73 223.0 700 3.00 13.67 0.41 FUS 21/2 43.6% 6 80 88.9
238.9 730 3.00 18.57 0.56 FUS 21/2 62.1% 7 100 114.3 264.3 780 3.00
27.13 0.81 FUS 41/2 33.6% 8 150 168.3 318.3 890 3.00 51.57 1.55 FUS
41/2 73.4%
S.No
PIPE DETAILS
DESIGN DATA
Th
CHW PIPE SUPPORT SYSTEM
Selection Chart Chilled Water Pipe s
PR
Channel Utilization
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TITLE PROJECT
CLIENT CONT BY SMA
SafeGraGraDef
Span Spacing Pipe Weight
+ InsulationPoint Load on Channel
CHW Pipe dia ( mm)
Od of Pipe (mm)
OD with Insulation
(mm)(MM) (M) kG/M kN
S.No
PIPE DETAILS
DESIGN DATA
Th
CHW PIPE SUPPORT SYSTEM
Selection Chart Chilled Water Pipe s
PR
Channel Utilization
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 1CHW Pipe dia 25.00 mm
Od of Pipe 33.40 mmOD with Insulation 183.40 mm
Spacing of Supports 2400.00 mmSpan of Channel 620.00 mmWeight of
Pipe and Insulation 3.49 kg/mPoint Load on Channel 0.08 kNAllowed
deflection (L/200) 3.10 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
0.12 kNDistance a = 0.14 M
Proposed Sections:Proposed C Channel: FUS 21/2Proposed Threaded
rod: G 8Anchor EA II M 08Grade of Concrete C 25/30
APPENDIX 1 Design of Pipe Support Pipe Support PS (1)
0 SMA0 02/02/20150 0
Pipe Size
LOAD DIAGRAM
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TITLEPROJECT BYCLIENT DATE
CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (1)
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Sections Check:
Design Point Load = 0.12 kN/MLoad Distance a = 0.14 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 21/2 = 0.02 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 21/2 = 890.00 mmGrade of Steel FUS 21/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 21/2 = 0.21 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 21/2 = 0.08 Ok, Safe
Maximum Shear
Force
on
channel
= Vu = 0.12 kN
Allowable Shear Force = Va FUS 21/2 = 11.01 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 21/2 = 0.01 Ok, Safe
Check for DeflectionService Load = 83.775 NLoad Distance a =
0.14 MSpan l= = 0.62 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 9.7E09 M4
Deflection = 0.27 mmAllowed Deflection = 3.10 mmUtilization Of
fischer C Channel FUS 21/2 0.09 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 0.12 kNAllowable Tension Force( Allowable load Table) G 8 = 4.07
kNUtilization Of fischer Threaded rod G 8 = 0.03 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 0.12
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 08 = 5.50 kNUtilization Of fischer Anchor
EA II M 08 = 0.02 Ok, SafeProof: Total Utilization = 8.61 %
Ok, The Support is SafeThe user has the responsibility to check
whether the present conditions on site and the anchors, setting
tools etc. intended to use comply with the conditions given. The
ultimate responsibility for selecting the product for the
individual application is with the customer
Mu = P.a
DEFLECTION =
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 2CHW Pipe dia 32.00 mm
Od of Pipe 42.20 mmOD with Insulation 192.20 mm
Spacing of Supports 2400.00 mmSpan of Channel 640.00 mmWeight of
Pipe and Insulation 4.87 kg/mPoint Load on Channel 0.12 kNAllowed
deflection (L/200) 3.20 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
0.16 kNDistance a = 0.15 M
Proposed Sections:Proposed C Channel: FUS 21/2Proposed Threaded
rod: G 8Anchor EA II M 08Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (2)
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LOAD DIAGRAM
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CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (2)
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Sections Check:
Design Point Load = 0.16 kN/MLoad Distance a = 0.15 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 21/2 = 0.02 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 21/2 = 890.00 mmGrade of Steel FUS 21/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 21/2 = 0.21 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 21/2 = 0.11 Ok, SafeMaximum Shear
Force on channel = V
u = 0.16 kN
Allowable Shear Force = Va FUS 21/2 = 11.01 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 21/2 = 0.01 Ok, Safe
Check for DeflectionService Load = 116.92416 NLoad Distance a =
0.15 MSpan l= = 0.64 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 9.7E09 M4
Deflection = 0.41 mmAllowed Deflection = 3.20 mmUtilization Of
fischer C Channel FUS 21/2 0.13 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 0.16 kNAllowable Tension Force( Allowable load Table) G 8 = 4.07
kNUtilization Of fischer Threaded rod G 8 = 0.04 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 0.16
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 08 = 5.50 kNUtilization Of fischer Anchor
EA II M 08 = 0.03 Ok, SafeProof: Total Utilization = 12.79 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 3CHW Pipe dia 40.00 mm
Od of Pipe 48.30 mmOD with Insulation 198.30 mm
Spacing of Supports 2400.00 mmSpan of Channel 650.00 mmWeight of
Pipe and Insulation 6.12 kg/mPoint Load on Channel 0.15 kNAllowed
deflection (L/200) 3.25 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
0.21 kNDistance a = 0.15 M
Proposed Sections:Proposed C Channel: FUS 21/2Proposed Threaded
rod: G 8Anchor EA II M 08Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (3)
0 SMA0 02/02/20150 0
LOAD DIAGRAM
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CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (3)
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Sections Check:
Design Point Load = 0.21 kN/MLoad Distance a = 0.15 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 21/2 = 0.03 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 21/2 = 890.00 mmGrade of Steel FUS 21/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 21/2 = 0.21 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 21/2 = 0.14 Ok, SafeMaximum Shear
Force on channel = V
u = 0.21 kN
Allowable Shear Force = Va FUS 21/2 = 11.01 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 21/2 = 0.02 Ok, Safe
Check for DeflectionService Load = 146.784 NLoad Distance a =
0.15 MSpan l= = 0.65 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 9.7E09 M4
Deflection = 0.54 mmAllowed Deflection = 3.25 mmUtilization Of
fischer C Channel FUS 21/2 0.17 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 0.21 kNAllowable Tension Force( Allowable load Table) G 8 = 4.07
kNUtilization Of fischer Threaded rod G 8 = 0.05 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 0.21
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 08 = 5.50 kNUtilization Of fischer Anchor
EA II M 08 = 0.04 Ok, SafeProof: Total Utilization = 16.63 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 4CHW Pipe dia 50.00 mm
Od of Pipe 60.30 mmOD with Insulation 210.30 mm
Spacing of Supports 2400.00 mmSpan of Channel 680.00 mmWeight of
Pipe and Insulation 8.61 kg/mPoint Load on Channel 0.21 kNAllowed
deflection (L/200) 3.40 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
0.29 kNDistance a = 0.16 M
Proposed Sections:Proposed C Channel: FUS 21/2Proposed Threaded
rod: G 8Anchor EA II M 08Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (4)
0 SMA0 02/02/20150 0
LOAD DIAGRAM
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TITLEPROJECT BYCLIENT DATE
CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (4)
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Sections Check:
Design Point Load = 0.29 kN/MLoad Distance a = 0.16 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 21/2 = 0.04 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 21/2 = 890.00 mmGrade of Steel FUS 21/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 21/2 = 0.21 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 21/2 = 0.21 Ok, SafeMaximum Shear
Force on channel = V
u = 0.29 kN
Allowable Shear Force = Va FUS 21/2 = 11.01 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 21/2 = 0.03 Ok, Safe
Check for DeflectionService Load = 206.652 NLoad Distance a =
0.16 MSpan l= = 0.68 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 9.7E09 M4
Deflection = 0.87 mmAllowed Deflection = 3.40 mmUtilization Of
fischer C Channel FUS 21/2 0.26 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 0.29 kNAllowable Tension Force( Allowable load Table) G 8 = 4.07
kNUtilization Of fischer Threaded rod G 8 = 0.07 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 0.29
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 08 = 5.50 kNUtilization Of fischer Anchor
EA II M 08 = 0.05 Ok, SafeProof: Total Utilization = 25.51 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 5CHW Pipe dia 65.00 mm
Od of Pipe 73.00 mmOD with Insulation 223.00 mm
Spacing of Supports 3000.00 mmSpan of Channel 700.00 mmWeight of
Pipe and Insulation 13.67 kg/mPoint Load on Channel 0.41 kNAllowed
deflection (L/200) 3.50 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
0.57 kNDistance a = 0.16 M
Proposed Sections:Proposed C Channel: FUS 21/2Proposed Threaded
rod: G 8Anchor EA II M 08Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (5)
0 SMA0 02/02/20150 0
LOAD DIAGRAM
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TITLEPROJECT BYCLIENT DATE
CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (5)
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Sections Check:
Design Point Load = 0.57 kN/MLoad Distance a = 0.16 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 21/2 = 0.09 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 21/2 = 890.00 mmGrade of Steel FUS 21/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 21/2 = 0.21 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 21/2 = 0.44 Ok, SafeMaximum Shear
Force on channel = V
u = 0.57 kN
Allowable Shear Force = Va FUS 21/2 = 11.01 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 21/2 = 0.05 Ok, Safe
Check for DeflectionService Load = 410.17875 NLoad Distance a =
0.16 MSpan l= = 0.7 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 9.7E09 M4
Deflection = 1.90 mmAllowed Deflection = 3.50 mmUtilization Of
fischer C Channel FUS 21/2 0.54 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 0.57 kNAllowable Tension Force( Allowable load Table) G 8 = 4.07
kNUtilization Of fischer Threaded rod G 8 = 0.14 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 0.57
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 08 = 5.50 kNUtilization Of fischer Anchor
EA II M 08 = 0.10 Ok, SafeProof: Total Utilization = 54.16 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 6CHW Pipe dia 80.00 mm
Od of Pipe 88.90 mmOD with Insulation 238.90 mm
Spacing of Supports 3000.00 mmSpan of Channel 730.00 mmWeight of
Pipe and Insulation 18.57 kg/mPoint Load on Channel 0.56 kNAllowed
deflection (L/200) 3.65 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
0.78 kNDistance a = 0.17 M
Proposed Sections:Proposed C Channel: FUS 21/2Proposed Threaded
rod: G 8Anchor EA II M 08Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (6)
0 SMA0 02/02/20150 0
LOAD DIAGRAM
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CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (6)
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Sections Check:
Design Point Load = 0.78 kN/MLoad Distance a = 0.17 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 21/2 = 0.13 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 21/2 = 890.00 mmGrade of Steel FUS 21/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 21/2 = 0.21 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 21/2 = 0.62 Ok, SafeMaximum Shear
Force on channel = V
u = 0.78 kN
Allowable Shear Force = Va FUS 21/2 = 11.01 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 21/2 = 0.07 Ok, Safe
Check for DeflectionService Load = 557.16 NLoad Distance a =
0.17 MSpan l= = 0.73 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 9.7E09 M4
Deflection = 2.94 mmAllowed Deflection = 3.65 mmUtilization Of
fischer C Channel FUS 21/2 0.80 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 0.78 kNAllowable Tension Force( Allowable load Table) G 8 = 4.07
kNUtilization Of fischer Threaded rod G 8 = 0.19 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 0.78
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 08 = 5.50 kNUtilization Of fischer Anchor
EA II M 08 = 0.14 Ok, SafeProof: Total Utilization = 80.42 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
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TITLEPROJECT BYCLIENT DATE
CONT REV
Input Data: 7CHW Pipe dia 100.00 mm
Od of Pipe 114.30 mmOD with Insulation 264.30 mm
Spacing of Supports 3000.00 mmSpan of Channel 780.00 mmWeight of
Pipe and Insulation 27.13 kg/mPoint Load on Channel 0.81 kNAllowed
deflection (L/200) 3.90 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
1.14 kNDistance a = 0.18 M
Proposed Sections:Proposed C Channel: FUS 41/2Proposed Threaded
rod: G 10Anchor EA II M 10Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (7)
0 SMA0 02/02/20150 0
LOAD DIAGRAM
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TITLEPROJECT BYCLIENT DATE
CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (7)
0 SMA0 02/02/20150 0
Sections Check:
Design Point Load = 1.14 kN/MLoad Distance a = 0.18 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 41/2 = 0.21 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 41/2 = 2580.00 mmGrade of Steel FUS 41/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 41/2 = 0.62 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 41/2 = 0.34 Ok, SafeMaximum Shear
Force on channel = V
u = 1.14 kN
Allowable Shear Force = Va FUS 41/2 = 16.13 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 41/2 = 0.07 Ok, Safe
Check for DeflectionService Load = 814.02 NLoad Distance a =
0.18 MSpan l= = 0.78 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 5.33E08 M4
Deflection = 0.96 mmAllowed Deflection = 3.90 mmUtilization Of
fischer C Channel FUS 41/2 0.25 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 1.14 kNAllowable Tension Force( Allowable load Table) G 10 = 7.24
kNUtilization Of fischer Threaded rod G 10 = 0.16 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 1.14
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 10 = 8.50 kNUtilization Of fischer Anchor
EA II M 10 = 0.13 Ok, SafeProof: Total Utilization = 33.65 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
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CONT REV
Input Data: 8CHW Pipe dia 150.00 mm
Od of Pipe 168.30 mmOD with Insulation 318.30 mm
Spacing of Supports 3000.00 mmSpan of Channel 890.00 mmWeight of
Pipe and Insulation 51.57 kg/mPoint Load on Channel 1.55 kNAllowed
deflection (L/200) 4.45 mmFactor of Safety for Design 1.40
Design Point
Load
P
=
2.17 kNDistance a = 0.21 M
Proposed Sections:Proposed C Channel: FUS 41/2Proposed Threaded
rod: G 10Anchor EA II M 10Grade of Concrete C 25/30
Pipe Size
APPENDIX 1 Design of Pipe Support Pipe Support PS (8)
0 SMA0 02/02/20150 0
LOAD DIAGRAM
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CONT REV
APPENDIX 1 Design of Pipe Support Pipe Support PS (8)
0 SMA0 02/02/20150 0
Sections Check:
Design Point Load = 2.17 kN/MLoad Distance a = 0.21 MThe Channel
is a Simply Supported Beam.Maximum Bending Moment on the C channel
FUS 41/2 = 0.45 kN.mSection Modulus (fischer Samontec Catalogue)
FUS 41/2 = 2580.00 mmGrade of Steel FUS 41/2 = 275.00 N/mm 2
Allowable bending moment Ma for FUS 41/2 = 0.62 kN.mUtilization
Of fischer C Channel = Mu/Ma FUS 41/2 = 0.73 Ok, SafeMaximum Shear
Force on channel = V
u = 2.17 kN
Allowable Shear Force = Va FUS 41/2 = 16.13 kN.mUtilization Of
fischer C Channel = Vu/Va FUS 41/2 = 0.13 Ok, Safe
Check for DeflectionService Load = 1547.235 NLoad Distance a =
0.21 MSpan l= = 0.89 mModulus of Elasticity (Constant for Steel) =
2.05E+11 N/M 2
Moment of Inertia I (fischer Catalogue) = 5.33E08 M4
Deflection = 2.72 mmAllowed Deflection = 4.45 mmUtilization Of
fischer C Channel FUS 41/2 0.61 Ok, Safe
Check for Threaded RodMaximum Tension force in the threaded rod
= 2.17 kNAllowable Tension Force( Allowable load Table) G 10 = 7.24
kNUtilization Of fischer Threaded rod G 10 = 0.30 Ok, Safe
Check for AnchorMaximum Tension force in theAnchor 2.17
kNConcrete strength factor "fb,N" 1.10Allowable Tension Force (As
per EA II Table) EA II M 10 = 8.50 kNUtilization Of fischer Anchor
EA II M 10 = 0.25 Ok, SafeProof: Total Utilization = 73.43 %
Ok, The Support is Safe
Mu = P.a
The user has the responsibility to check whether the present
conditions on site and the anchors, setting tools etc. intended to
use comply with the conditions given. The ultimate responsibility
for selecting the product for the individual application is with
the customer
DEFLECTION =
