Curso dictado en la UTN FRSN sobre diseño de tuberías, soportes y cálculos de stress piping.Descripción completa
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System Software notes UNIT I -IV SS Notes this is complete notes to system sotware..... in sastra universityFull description
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Chapter 1 - 4 for SRE
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piping questions and martial selectionFull description
consist of manual testing processes and models
consist of manual testing processes and modelsFull description
consist of manual testing processes and modelsFull description
consist of manual testing processes and modelsFull description
pipa
Notes on Caesar 2For graphical option go to 3D Plot in the report screen.
Inside the 3 D plot click on grow. Red portion is the falure part clicking on overstress shows the the exact amount of stress 3d animation can be arranged.
For hangar reports select the hangar load case and then select Hnagar In the general computed results select hangar table
Redesign of failed stress analysis model After stress analysis has shown failure we c an move ahead like this: CASE-1 1. Click on Piping Input 2. Ii=2.978 Io3.637 note these these values prior to changing the stubin without reinforcement reinforcement to stubin with reinforcement 3. Since our branching component is stub in we are changing it to stubin with reinforcement. Note that pad thickness= header thickness (here 0 .5) 4. Run code compliance with SUS load and see the results. Case 2 : Change the anchor @ node 80 to guide in Z direction Stress test passed again.
Case 3 : Pipe in Direction (X YZ respectively) 9+6+6 = 21 6 6+6= 12’
Available leg in direction 6+6+6= 18 21+12=33 21+6=27
X deirection pipe has less available leg in the perpendicular direction.
Thus, lets add perpendicular legs for X direction pipe
Provide a symmetrical expansion loop in Y direction in element 10-20. There was a problem in the line 3 and 60