CSI SAFE - 25 Concrete Slab Short term and Long term Deflection Calculations

[@civilmdc]

⬇ Watch our updated video here: ⬇.kzbin.info/www/bejne/oZLXXmWIpN5lnrsfeature=shared Here is the Full Course link on KZbin: kzbin.info/aero/PLRIk1R_YACcILPQKgk8ybm3m1r7xwHN8L&feature=shared

[@samueltsegayekassa7830]

Thanks for the video lesson, how can i consider the effect of creep and shrinkage in global analysis

[@jyothiprasad1687]

its really good session! For checking long term deflection what is the value of modulus of rupture to be used ?

[@sophanak_chal]

For L/360 is immediate deflection due to Live Load only as ACI code mentioned

[@samiulislamniloy6785]

Sir, can I do the same short and long term analysis in ETABS??? Thank you.

[@ichthus5200]

Mr hussein you used the 7500mm distance. For flat slab with perimeter beam but without internal beam what distance to be used? Most specially when the distribution of columns is not in line due to arch considerations....

[@komangerim5297]

Thanks for the video lesson. Can you tell me the value of the section modifier for the beam elements in this model? thanks

[@shareqinamdar8903]

Very informative video

[@assdyousaf7257]

Thank you for your work. One inquiry I would like to put about stiffness modification factors for slab you took in this exercise. I mean when we check the option non-linear cracked for immediate cracked deflection , what value the software picks ?? Or stiffness modification factor is 1

[@maroma36]

same question

[@kartikjkdesignbuild1548]

Sir make a video how to assign non uniform shell load on wall and slab

[@MOMesh1993]

Hi thanks for your greet work,do you have full design project (safe+autocad) in your course ???

[@NHTL2101996]

Thank you for your video, but can u tell me how did you chose the load combination? depend on what ??? Thanks again!

[@civilmdc]

These combinations are given on the official website of CSI Knowledge base

[@NHTL2101996]

@@civilmdc can you send me the link ? So many tag in website 😂😂

[@civilmdc]

@@NHTL2101996 here is the link wiki.csiamerica.com/display/safe/Cracked-section+analysis

[@NHTL2101996]

@@civilmdc tks so much 😊

[@hasithasandaruwanvidanapat1876]

Very informative again. Thanks

[@civilmdc]

THANKS Dear,

[@-waqas-]

when you imported model in safe from etabs/sap, were the stiffness modifier already added in them? I mean if i have assigned modifiers in my etabs model and then i import it in safe, will the stiffness modifiers also be imported. Do I have to remove then to get elastic deflection?, and reassign them for longterm deflections?

[@Thamirjabar]

You are importing a floor and not the whole model from Etabs, for the purpose of carrying out a design for this specific floor. I believe that, since Safe is calculating the short-term and long-term deflections, taking into account shrinkage and long term creep, you do not need to apply stiffness modifiers and therefore set all modifiers to 1.0 for all cases.

[@ichthus5200]

M hussein. When exported file from etabs for the load cases i include loads and load_Above. Pls correct me if im wrong tnx

[@civilmdc]

Correct

[@ichthus5200]

Why you used the same Load case om both immediate and long term deflection? For L/360 is immediate deflection due to Live Load only. Correct me pls. If im wrong.... 🤟

[@kartikjkdesignbuild1548]

Sir make a video how to design retaining wall and to apply soil pressure on wall. Sir I also watch your video on udemy

[@civilpunchnama5912]

Thank you for making helpful video. Please make a video on edge and corner footing design.

[@civilmdc]

Thanks Dear. Noted your point

[@civilengineeringwitharas4776]

Hello brother, I have an issue with CSI safe, so many times , after running the model nothing happens, I mean no result will come up. I am facing this issue so many times Please can you tell me how to solve this problem. Thanks...

[@civilmdc]

Go to option. And change ... To graphics mode... Then It will show ... everything...

[@civilengineeringwitharas4776]

@@civilmdc did not work, the issue is not related to the graphics, the issue is the model will not run. this problem is only encountered in SAFE 2016. it is ok in SAFE 2014

[@civilmdc]

@@civilengineeringwitharas4776 dear Download SAFE Software from www.civilmdc.com, It has the lifetime license.... And I am also using that one.

[@civilengineeringwitharas4776]

Thank you very, Finally I solved the problem by changing the solver, I am using 64bit system, selecting 32 bit solver is completely solved the issue. Thanks again...

[@er.pratikprashantpatil7698]

Thank you

[@civilmdc]

Welcome 😇

[@RubenAlex.]

Spanish subtitles in your videos please