1. PIPE SIMULATION AND STRESS
ANALYSIS
APPLIED FORCES AND MOMENTS:
Fx=-296lb Mx=-1924lbf-ft
Fy=721 My=-5841
Fz=1769 Mz=2345
DIMENTION:
BEAMS: 3’’ x 1-1/4’’
Item 3(le T): (7*4"*1/4")
Item 4(plague d acier): 8.2*12*1/4
Pipe size 12(PER ASME B-36,10M 2004): OD:12.750
Thickness: 0.41
Welding Throat thickness: 0.4”

3. 2-D DRAWING

4. RED ARROWS: FORCES AND MOMEMNTS
YELLOW ARROWS: SURFACE INDICATORS

5. MECHANICAL PROPERTIES:
Sub-Category : Cast Iron60
Material Type : IsotropicMaterial
Mass Density (RHO) : 7.469e-006kg/mm^3
======== Mechanical
Young's Modulus (E) : 131000000mN/mm^2(kPa)
Poisson's Ratio (NU) : 0.25
======== Strength
Yield Strength : 130000mN/mm^2(kPa)

6. POST PROSSESING:
VON-MISSES STRESS
Max: 8.2 E+004 Min:1.3 E+001

7. DISPLACEMENT
Max:0.0446”

8. CRITICAL AREA

9. AVARAGE STRESS IN CRITICAL AREA
Solution Name : 15.07_sim1 : Solution 1
Load Case : Subcase - Static Loads 1
Iteration : Static Step 1
Result : Stress - Elemental, Unaveraged
Units : mN/mm^2(kPa)
Coordinate System : Absolute Rectangular
Elem ID X Coord Y Coord Z Coord Von-Mises
17721 12.854E+0 2.405E+0 16.23314 72.168E+3
17724 12.853E+0 1.959E+0 16.23365 68.754E+3
17759 12.906E+0 2.995E+0 16.19497 58.681E+3
19192 1.332E+0 2.207E+0 16.3736 57.167E+3
19216 1.312E+0 1.918E+0 16.3202 77.818E+3
19297 12.485E+0 1.927E+0 16.35486 76.433E+3
Minimum 57.167E+3
Elem ID 19192
Maximum 77.818E+3
Elem ID 19216
Column Sum 411.021E+3
Column Avg 68.504E+3

10. SUMMARY:
1. MAXIMUM ELEMENT STRESS IS 8.2 E+004 Kpa
WHICH IS LESS THAN THE MATERIAL YIELD STRENGTH
2. AVARAGE STRESS IN CRITICAL AREA IS 68 E+004 Kpa SO BY CAMPARING
WITH THE MATERIAL YIELD STRENGTH, SYSTEM WOULD BE SAFE WITH
SAFTY FACTOR 2.
3. WELDING THROAT THICKNESS MUST BE MINIMUM 0.5” OR MORE