Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

RISA HELP-BEGINNER 3

Status
Not open for further replies.

Vish S

Mechanical
Mar 21, 2024
12
RISA1_egfnn4.jpg
ACAD_sag3cq.jpg
RISA-BLC1_brru7f.jpg
RISA-BLC2_aownlh.jpg
RISA-SLV_ucdooc.jpg
RISA-RESULTS_mhi9zf.jpg


I am new to RISA and taking over a project from a guy who left the company. This project has a platform with grating all around except at one end (See image2). Currently, in the opening on right side of ACAD image, there's a crane suspended pump and to counter it on left side there's 2 5 ton blocks. Now, the pump is being replaced by vertical turbine pump which approx. weighs 2500lbs more than previous one. So I am trying to figure out how much more counter weight I am supposed to put so that the platform isn't tipped over. If you look in image2, the platform is on ground till the yellow phantom line and is suspended in air yellow phantom line onwards. The RISA file the previous guy built I am not sure is quite right or what more modifications are required to make the project feasible. I ran the model with existing conditions. I have the attached them as well. I have below questions:

1) What option should I use when I solve the model?
2) Practically, when the pump is installed the platform should be straight, in RISA when we have the results should show minimal or no deflection on the side with pump right?
3) I ran the models by increasing the counter weights on the left but the result is same so need some more modifications but not sure what am I supposed to do.

Any help on this appreciated, any more information needed do let me know.

- Vishwa
 
Replies continue below

Recommended for you

Celt83

Thank you very much for the explanations and suggestions. Will definatly try those out over.
 
It's too late now as the thing is in place but I probably would have likely directed them put down a grout bed at the locations that I wanted to guarantee and help spread bearing support to account for the likely unevenness of the ground surface.
 
Actually almost looks like they may have drilled and grouted some piers in the picture, verify if they did that and the locations as this would change the modeling approach to use discrete compression only supports at each grouted pier.

Screenshot_2024-03-22_152532_tiby0m.png
 
Celt83 just wanted to say thanks for the graphics and the discussion.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor