thanks for sharing , your video will help another a lot I noticed that your method impacts wind load on the side surface, but the common method in Hong Kong compacts it on edge beams, which are directly influenced by the wind direction. Will this make a difference?
Sir, I have problem for Analysis and Design Hotel 3 Stories and Type of the Structure is SCBF. After I Analysed and Checked the Steel Structure, I found Capasity of these Column: Section is not compact Seismically for high ductile member according to AISC 360-10 Table D1.1 for High Compact. All these column from Story 1-3 are red but the ratio under 1, the ratios are 0.125-0.25. I used Double WF (Cross WF 450 mm X200 mm x14 mm X9 mm, height of these Column, 4m). I have setting for the K unbraced ratio (LTB) but is not working. Do you have Solution for that?
How do you do Sir? What about assigning loads to roofs? Would be calculated automatically without assigning in the new version? Or you did left it intentionally?
I believe you because you did the positive sign at 5:37! thanks for the video!
Yes! Thank you!
thanks for sharing , your video will help another a lot
I noticed that your method impacts wind load on the side surface, but the common method in Hong Kong compacts it on edge beams, which are directly influenced by the wind direction.
Will this make a difference?
In the simlar way as shown in video can we apply wind load on pre-engineered bulding also?
Sir why are you doing the X direction two times?
Sir, I have problem for Analysis and Design Hotel 3 Stories and Type of the Structure is SCBF. After I Analysed and Checked the Steel Structure, I found Capasity of these Column: Section is not compact Seismically for high ductile member according to AISC 360-10 Table D1.1 for High Compact. All these column from Story 1-3 are red but the ratio under 1, the ratios are 0.125-0.25. I used Double WF (Cross WF 450 mm X200 mm x14 mm X9 mm, height of these Column, 4m). I have setting for the K unbraced ratio (LTB) but is not working.
Do you have Solution for that?
Hi Mr, How do we see the loads on the frames?. I could only display the coefficients that I introduce in model. Thanks for your time
How do you do Sir?
What about assigning loads to roofs? Would be calculated automatically without assigning in the new version? Or you did left it intentionally?
It is not working with ts 498-97, can you help me ?
Sir can you please make video on difference between ETABS and SAP2000
??what about inclined roofs
is there any vedio or sxample for that pls?
th-cam.com/video/XN9j9VjWqWM/w-d-xo.html
Sorry i need that xl sheet
any body share the snap 2000 download link