Assalaamu-alaikum sir! Your videos are helping us a lot, Thank you sir! Sir, please make a complete tutorial on design of masjid with dome and minarets as per Indian code, Jazakallahu-khairan.
I have applied Temperature Load on Roof beams. Doesn't get any deformation. Only get Axial Force. Shear and Bending moment diagrams are showing. But doesn't get value.
The maximum absolute changes in the EI and EA reduction factors is 0.2. For 102 members, the reduction factor decreased by more than the negative tolerance of 0.01. Do you want to reiterate analysis and design? what does this message mean ?
Dear Sir, I have some queries regarding steel design, hope you will clarify my doubt. 1. 13:25 you changed the orientation of secondary beam. What is the reason of reason behind it? 2. While applying wind load you used wind ward coefficient as 0.8 and 0.5 for lee ward side. Is this value is constant for all case? What is this value if we use Indian code? 3. While assigning lateral Point bracing for main beam you used for outer beam only. Isn't this necessary for internal beams. Also you assigned this bracing for beam not connecting with secondary beam why sir??
1. You can keep all sub beams in same direction. I prefer perpendicular to long span(in this case we have to provide different details for deck panel joint as all deck directions are both way). 2. Wind pressure coefficients are different according to different regional codes. 3.You can provide in internal beams also. I provided as I considered stay angles provided in peripheral beams.
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Thank you for sharing the best knowledge for civil engineers.
Good job ❤
very informative tutorial, please add a
connection design tutorial also as per IS codes for this structure.
Very useful tutorial. Do we need to assign diaphragms to the deck slab?
Awsome work you are doing
Can you make video in detail on the topic of beam supported on edges of column with all possible condition.
Very Informative... Shukran...
So nice of you
Great!
Thanks.
this video helped me a lot. thanks. i noticed there is no stair case, lets say if i want to make a steel stair case what should i do ?
My suggestion is to make an App where u teach us Softwares like others do.
please, can you make a tutorial on a reinforced concrete 6 storied mall without uniform grid spacing using BS code on Etabs
do you have any video on steel members connection design in ETABS ?
Assalaamu-alaikum sir! Your videos are helping us a lot, Thank you sir!
Sir, please make a complete tutorial on design of masjid with dome and minarets as per Indian code, Jazakallahu-khairan.
Noted
Can you continue same project connection design
Is there any video tutorial according to BNBC 2020 Code?
wonderful tutorial, could you pls redesign it by Scia?
I don’t have updated software of SCIA.
@@Decodebd version 19.0 is enough
😘😘
Sir can you explain regarding moment release
What is the average per SFT weight for 6 story commercial building as per IS codes ???
I have applied Temperature Load on Roof beams.
Doesn't get any deformation.
Only get Axial Force.
Shear and Bending moment diagrams are showing. But doesn't get value.
All beam should be released or not
While assigning the point bracing, the bracing type is considered as top why not bottom? Can you please explain it
It depends on the position where point braces provided. Usually it is connected with top flanges of Beams.
Sir BIM software k videos bhi banao sir but first install kaise kare uspar video banao
The maximum absolute changes in the EI and EA reduction factors is 0.2. For 102 members, the reduction factor decreased by more than the negative tolerance of 0.01. Do you want to reiterate analysis and design?
what does this message mean ?
Total slab thickness 75+65=13cm Do i understand correctly ?
How to download etabs software ?
Why you didn't designed the main beams as composite beams?! you will save alot of steel!
how to know composite beam dimension in etabs
Right click on the composite beam to see detail.
Dear Sir, I have some queries regarding steel design, hope you will clarify my doubt.
1. 13:25 you changed the orientation of secondary beam. What is the reason of reason behind it?
2. While applying wind load you used wind ward coefficient as 0.8 and 0.5 for lee ward side. Is this value is constant for all case? What is this value if we use Indian code?
3. While assigning lateral Point bracing for main beam you used for outer beam only. Isn't this necessary for internal beams. Also you assigned this bracing for beam not connecting with secondary beam why sir??
1. You can keep all sub beams in same direction. I prefer perpendicular to long span(in this case we have to provide different details for deck panel joint as all deck directions are both way).
2. Wind pressure coefficients are different according to different regional codes.
3.You can provide in internal beams also. I provided as I considered stay angles provided in peripheral beams.
Sub indo please