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Plastic Pipe Engineering Calculations
Static Calculation Of Sewage Pipes
Plastic Pipe Engineering Calculations
LOADS
Cover depth
mm
Soil density
kN/m
3
Max. groundwater level
mm
Min. groundwater level
mm
Traffic Load
No traffik
HLC60
HLC30
HGV12
SOIL PROPERTIES
E1:Backfilling
Soil Group
Group 1
Group 2
Group 3
Group 4
E-Modulus[MPa]
Proctor Density[%]
from Table 8 in ATV127
E2:Pipe zone
Soil Group
Group 1
Group 2
Group 3
Group 4
E-Modulus[MPa]
Proctor Density[%]
from Table 8 in ATV127
E3:Natural Soil
Soil Group
Group 1
Group 2
Group 3
Group 4
E-Modulus[MPa]
Proctor Density[%]
E4:Below trench
Soil Group
Group 1
Group 2
Group 3
Group 4
E-Modulus[MPa]
Proctor Density[%]
E4=10*E1
INSTALLATION
Trench Width
mm
Slope Angle
°
Cover Condition
A1
A2
A3
A4
Bedding Condition
B1
B2
B3
B4
The Bed Angle
60
90
120
180
CHOOSING THE PIPE
Pipe Nominal Diameter
Pipe Type
Profile Type
Selection Profile
PDF PRINT-OUT
CALCULATION
STATIC CALC.
CALCULATIONS
STATIC CALCULATION OF SEWAGE PIPES
HYDRAULIC CALCULATION Of SEWAGE LINE
SUPPLY PIPE HYDRAULIC CALCULATION
EXTENSION And L, Z, U CALCULATION
TESTING THE POLYETHYLENE PRESSURE PIPES
CALCULATING WATER BUCKLE FORCE
CRITICAL EXTERNAL PRESSURE AND STABILITY CALCULATION
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