Lifting Analysis using Staad.Pro v8i

  Рет қаралды 9,430

Arda Doank

Arda Doank

Күн бұрын

Пікірлер: 21
@ryanpratama7278
@ryanpratama7278 7 ай бұрын
Halo can i see the section of Analysys and H design on this staad pro?
@ViswanathPNair
@ViswanathPNair Жыл бұрын
The bgm would have matched with the situation if the structure got failed after analysis.
@user-tp6wl7jb4u
@user-tp6wl7jb4u 2 жыл бұрын
Great video my friend! Liked! Is there a way to determine the lifting lug size and/or location on the structure to be lifted in STAAD pro? Thank you Z
@ardadoank
@ardadoank 2 жыл бұрын
Thanks bro. I think you can analyze the lifting lug design separately in STAAD.Pro with plate element based on the load from global model or you can combine it in one global model but it will take more time to run. Regarding the location of lifting lug on the structure, the lifting points selection depend on the workability of the operation in terms of crane access / clearance, rigging gears availability, structural integrity, etc. Usually it will be placed on the strongest point on the structure due to impact load factor need to be taken into account.
@undhinesh
@undhinesh 2 жыл бұрын
very useful video, why we give fixed but support at 2 corners
@ardadoank
@ardadoank 2 жыл бұрын
Thanks. That is not fixed but weak spring to stabilize the model
@undhinesh
@undhinesh 2 жыл бұрын
@@ardadoank thanks . can you more videos on Lifting Analysis?
@AmrAbdelnabi-l4w
@AmrAbdelnabi-l4w Жыл бұрын
Why you do not make this weak spring in four cornels
@swamy084
@swamy084 10 ай бұрын
​@@ardadoankwhy consider spring 0.1t/m. Is there any backup calculation
@ardadoank
@ardadoank 10 ай бұрын
@@swamy084 it is just engineering adjustment, I think if we don't add this weak spring, staad will add it automatically but warning sign will appear.
@obaidkhan1970
@obaidkhan1970 2 жыл бұрын
Hello brother you can help me for staad pro software learning.
@tominmathew344
@tominmathew344 2 жыл бұрын
What is the allowable deflection criteria for lifting?
@ardadoank
@ardadoank 2 жыл бұрын
Since lifting is temporary condition, it is usually use serviceablity limit state for the deflection criteria and it depends on the code you use.
@tominmathew344
@tominmathew344 2 жыл бұрын
Which code provides lifting criteria?
@ardadoank
@ardadoank 2 жыл бұрын
Just use general structural design code you prefer.
@tominmathew344
@tominmathew344 2 жыл бұрын
@@ardadoank what about deflection criteria and selection of lifting points on structure?
@ardadoank
@ardadoank 2 жыл бұрын
The lifting points selection depend on the workability of the operation in terms of crane access / clearance, rigging gears availability, structural integrity, etc.
@uvaraj6328
@uvaraj6328 Жыл бұрын
Good vedio,..but audio sound making irritation...pls avoid it
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