Thank you for supporting💝 PTS CAD EXPERT, Keep supporting us & 😍Do LIKE & Subscribe to our Channel STAAD PRO V8I Professional Diploma LIVE Training - web.ptscadexpert.com/new-courses/42 Note: Apply Coupon Code "STAAD1000" & Get Rs. 1000 Benefits on your Course Purchasing, STAAD Pro V8I Live Course for Professional link given above. Download 1000 AutoCAD Drawings - www.instamojo.com/PTSCADEXPERT/1000-autocad-plans-with-standard-dimendions/?ref=store (Note: Open Telegram & Search "PTS CAD EXPERT" & Download files & Projects, Softwares & Architecture Books Free)
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 ?
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.
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.
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Thank you for supporting💝 PTS CAD EXPERT, Keep supporting us & 😍Do LIKE & Subscribe to our Channel
STAAD PRO V8I Professional Diploma LIVE Training - web.ptscadexpert.com/new-courses/42
Note: Apply Coupon Code "STAAD1000" & Get Rs. 1000 Benefits on your Course Purchasing, STAAD Pro V8I Live Course for Professional link given above.
Download 1000 AutoCAD Drawings - www.instamojo.com/PTSCADEXPERT/1000-autocad-plans-with-standard-dimendions/?ref=store
(Note: Open Telegram & Search "PTS CAD EXPERT" & Download files & Projects, Softwares & Architecture Books Free)
Nice explanation sir 😊
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 ?
🎉 thankyou sir for video
I need to learn about the solar structure with wind category A, B, C and D.
You can learn all this in live session
Harr beam ka alag design parameter hota hai ? or sab beams ka ek hi design hota hai ?
Sir final drawing sheet bna kr dikhaiye sir, jo site pe deliver hoti hai
Thank you sir jii
सर stadd pro software करने के बाद civil मै किस किस लाइन मै जॉब मिल सकती हैं plz guide me
Helpful video thankyou so much sir, is code kese yad kare
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.
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