Complete staad pro v8i software in one hour | Building design | Beginner to Expert Level
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- Äas pĹidĂĄn 8. 09. 2024
- STAAD or (STAAD.Pro) is a structural analysis and design software application originally developed by Research Engineers International in 1997.
In this video, we have covered the complete building design & apply different load then generate the 0 error report...
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When we apply Selfweight in Seismic Load, all defined members' (Column + Beams + Plate) weight is considered and included in analysis. Why do we need to add Member weight of Beams specifically for Seismic Loads? Isnt it that when we say Member Weight, it is additional weight of wall loads etc on beam. The same which is considered in DL ?
Nice explanation sir đ
Thank you sir jii
đ thankyou sir for video
Harr beam ka alag design parameter hota hai ? or sab beams ka ek hi design hota hai ?
I need to learn about the solar structure with wind category A, B, C and D.
You can learn all this in live session
Pls go through code first. The maximum value of shear reinforcement diameter that can be used as per IS 456: 2000 is 12 mm but u selected it as 16 mm. See everybody can work on staad but the results will be erroneous when u give wrong inputs. Hope u understood.
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सर stadd pro software ŕ¤ŕ¤°ŕ¤¨ŕĽ ŕ¤ŕĽ एञऌ civil ऎ༠ŕ¤ŕ¤żŕ¤¸ ŕ¤ŕ¤żŕ¤¸ लञŕ¤ŕ¤¨ ऎ༠ŕ¤ŕĽŕ¤Ź ऎिल सŕ¤ŕ¤¤ŕĽ चŕĽŕ¤ plz guide me
Sir final drawing sheet bna kr dikhaiye sir, jo site pe deliver hoti hai
Helpful video thankyou so much sir, is code kese yad kare
Bbs bna kr btao full
god bless u xdd
Error :- SPACE FRAME,SOLID AND PLATE ELEMENT,DYNAMIC ANALYSIS ARE NOT AVAILABLE IN STAAD-2D
Sir ye vala error aa rha transmission tower design ke wakt
Please help me
Not clearly explaining every points..
please careful of this software, it gives result for linear elastic material which is crucial to understand. it means no matter if you increase load upto failure condition it will still work as no error. Before using it, mind the limits and it is better to use nonlinear analysis softwares.
Exactly
Thank you sir