Excellent bro , explain the out put result , how its useful to anlayze +/_ correction and modification if any change structure member. please explain for different load different column size in single structure.
Your are designe a g+20 building but you don't consider earthquake or wind load. You should consider earthquake and wind load otherwise the building will collapse
Hi! I all your videos, you use the reinforcement given by software, can you edit the reinforcement in software such as to increase the bar size and reduce number of bars?
Dear Er Shravan 1. You are not talking about the warnings part of the model analysis. 2. For such a high rise building, soft storey is required to be provided. 3. Wind load as well as earth quake loads shall be dominating the design of the building but you are silent on that part. 4. The design of slab/element is not explained. Please rectify your video including all these so that a new engineer is benefitted. Further providing column size of 600 mm X 600 mm up to roof is also not economical. Can we group the columns up to say half the height of the building and then change the section to say 400 mm X 400 mm or so? likewise beam sizes can also be changed to have design economical. The next part be that of design of foundation which shall be a raft accommodating all the columns. In your next video please include the same with explanation to soil spring relations. Thanks
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Amazing brother... Your teaching way is just amazing... Please put a dedicated video for all structural loads and elasticity.
Excellent bro , explain the out put result , how its useful to anlayze +/_ correction and modification if any change structure member. please explain for different load different column size in single structure.
Your are designe a g+20 building but you don't consider earthquake or wind load. You should consider earthquake and wind load otherwise the building will collapse
Please make a video on stadium modelling ...
why isn't there any wind load or earthquake load? or is it not necessary?
You should consider wind load and earthquake load.....
Yes...
Hi! I all your videos, you use the reinforcement given by software, can you edit the reinforcement in software such as to increase the bar size and reduce number of bars?
Yes you can do from stead editor option
What is the use of beam group,when shall we use ?
sir autocad plan ki file.. ya phr..dimension dedetey to acha rehta tha
Bro please do a project on steel structure 🙏🏻🙏🏻🙏🏻🙏🏻
Dear Er Shravan 1. You are not talking about the warnings part of the model analysis. 2. For such a high rise building, soft storey is required to be provided. 3. Wind load as well as earth quake loads shall be dominating the design of the building but you are silent on that part. 4. The design of slab/element is not explained. Please rectify your video including all these so that a new engineer is benefitted. Further providing column size of 600 mm X 600 mm up to roof is also not economical. Can we group the columns up to say half the height of the building and then change the section to say 400 mm X 400 mm or so? likewise beam sizes can also be changed to have design economical. The next part be that of design of foundation which shall be a raft accommodating all the columns. In your next video please include the same with explanation to soil spring relations. Thanks
How do I export high resolution (600dpi) images from staad pro...kindly help me....I need high resolution images for my accepted manuscript...
sir why have you not considered slab in designing in this video
shell element doesn't transfer the load on beams .
sir,
could you please share the above leaf autocad.DXF file ???
I need lighthouse design in staad pro please send video
20rise building with 12mm dia bar .. really 🤔
Sir eski autocad file do n pljjjjj
Draw a line of 30mts in cad .. Take mid point ..use ployline option n join
Later take offsets of 3mts from one point n ..