Isometrics

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WALK THROUGH MODELS

Our 3-D walk through models allow you to experience our design and evaluate it for interferences or accessibility. This is an inexpensive way of evaluating alternatives without costly mistakes at the construction stage. 

The "Flash" movie on the right side shows the possibilities

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PIPING & STRESS ANALYSIS

If you are concerned about the safety of your process piping & equipment, we can help.  See sample stress analysis output on the right.

 

Piping Code: B31.3      = B31.3 -2006, May 31, 2007                      

  

 CODE STRESS CHECK PASSED      : LOADCASE 2 (EXP) W+T1

 

Highest Stresses: (N./sq.mm. )

CodeStress Ratio (%):       14.7  @Node    135

Code Stress:                48.5  Allowable:      329.2 

Axial Stress:              318.2  @Node     20 

Bending Stress:             49.2  @Node    130 

Torsion Stress:              7.8  @Node    140 

Hoop Stress:                 0.0  @Node     20 

3D Max Intensity:          328.5  @Node     20 

 

NODE

Bending Stress N./sq.mm.

Torsion Stress N./sq.mm.

SIF In Plane

SIF Out Plane

Code Stress N./sq.mm.

Allowable Stress N./sq.mm.

Ratio %

 

Piping Code

   10

0.00

0.00

1.000

1.000

0.00

339.98

0.00

 

B31.3    

   20

0.05

-0.00

1.993

2.324

0.05

339.93

0.01

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   20

9.60

0.80

1.993

2.324

9.73

338.94

2.87

 

B31.3    

   30

0.37

-0.80

1.000

1.000

1.64

338.36

0.48

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   30

0.37

0.80

1.000

1.000

1.64

338.36

0.48

 

B31.3    

   40

8.33

-1.58

1.000

1.000

8.91

333.82

2.67

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   40

8.33

1.58

1.000

1.000

8.91

333.82

2.67

 

B31.3    

   42

15.72

-1.58

1.000

1.000

16.04

330.61

4.85

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   42

15.72

1.58

1.000

1.000

16.04

330.61

4.85

 

B31.3    

   45

7.99

-1.58

1.000

1.000

8.60

334.73

2.57

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   45

7.99

1.58

1.000

1.000

8.60

334.73

2.57

 

B31.3    

   48

5.60

-1.58

1.000

1.000

6.43

336.02

1.91

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   48

12.46

1.58

2.244

1.870

12.85

330.36

3.89

 

B31.3    

   49

8.09

-1.62

2.244

1.870

8.71

340.74

2.56

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   49

8.09

1.62

2.244

1.870

8.71

340.74

2.56

 

B31.3    

   50

15.74

-0.78

2.244

1.870

15.82

336.60

4.70

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   50

7.19

0.78

1.000

1.000

7.36

339.41

2.17

 

B31.3    

   60

6.81

-0.78

1.000

1.000

6.99

339.44

2.06

 

B31.3    

 

 

 

 

 

 

 

 

 

 

   20

10.32

-0.13

1.993

2.324

10.32

338.98

3.05

 

B31.3    

   80

5.24

0.13

1.000

1.000

5.24

339.36

1.54

 

B31.3