Response spectrum analysis by using Staad Pro V8i Software
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- เผยแพร่เมื่อ 1 ก.พ. 2020
- In this Video lecture you are able to learn about Response spectrum analysis by using Staad Pro V8i Software
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Why do u need to load the member load considering beam sections? It is already considered in selfweight, you are already doubling up the application of loads to the member
Dear sir, good video , please make the eccentrical footing...and please compare the etabs Vs staad Pro of buildings design showing the results
Peak storey shear rangea from 3700 kn to some where 10000 to 15000 kn .and globak deflection ranges in the range of 500 to 1400 mm.is it o k?
why not consider wall load. When we consider self wt. why we consider again wt. of beam as a member load and slab load as a floor load.
Why you defined response spectrum for both x and z simultaneously?
Thanku sir ......
Hola soy tu seguidor pero te pediría de favor siempre dieras en todos tus videos la opción de configurar el idioma a español por favor, saludos desde México.
Damping ratio for concrete is 0.05 (5%).
Shravan, can I ask if possible, after the RSA what would be the next step to proceed with the design of beams, columns, slab and foundation? Thanks in advance.
Yes, definitely
Sir plz composite structure pe ek video bna dijiye..means k composite structure kese bnate h stad pro me and analyse kese krte h
Damping ratio to be input 5 not 0.5, also response spectrum will be two separate cases x and z directions.
Helpful video
Thank you
Composite column kese define krenge and composite floor system like steel beam and concrete slab and usko fr Shera connector se kese connect krenge jese composite structure me krte h
As you have already added self-weight why you have added member weight again?
how to calculate joint load for response spectrum
Dear sir,
Why you define floor load to positive direction. Why don’t define -1 direction, Explain me please , and when we compare -1 VS 1 what something difference or not bro. Thank you.
Why are you not considered live load
Sir I'm unable to change zones when go for seismic loads when I click for generate it was showing as creation failed
th-cam.com/video/p_AAeEt9_yQ/w-d-xo.html
Follow this video
I am not able to GENERATE seismic parameters. Small dialog box appears showing "Creation Failed"
Plz help
th-cam.com/video/p_AAeEt9_yQ/w-d-xo.html
Follow this video
Once u give self wt, then why did give slab self load separately, .125×25
Because in seismic load case it will take member load and elements load along with self weight 👍🏻
You are right. But in the video u have applied self weight again for member weight and element weight. In fact for member wt. Wall load is required to be applied. In element wt rather it should be floor load, and floor finish and live load is required to be applied.