WATCH AUTOMATIC WIND LOADING AS PER ASCE 7-16 IN SAP2000 v20. NEW CODE HAS BEEN ADDED TO NEW VERSION OF SAP.
Пікірлер: 14
@MyH-pi9wu14 күн бұрын
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?
@AtulEngineer3 жыл бұрын
In the simlar way as shown in video can we apply wind load on pre-engineered bulding also?
@alexle78884 жыл бұрын
I believe you because you did the positive sign at 5:37! thanks for the video!
@Decodebd4 жыл бұрын
Yes! Thank you!
@butetdewi77326 жыл бұрын
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?
@juanalbertotorres88765 жыл бұрын
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
@khaledalmohammad12725 жыл бұрын
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?
@civilengineering92596 жыл бұрын
Sir can you please make video on difference between ETABS and SAP2000
@ahmethakanyldz10405 жыл бұрын
It is not working with ts 498-97, can you help me ?
@goranh5095 Жыл бұрын
Sir why are you doing the X direction two times?
@ajayzj94725 жыл бұрын
any body share the snap 2000 download link
@user-ub3rp3so8p5 жыл бұрын
??what about inclined roofs is there any vedio or sxample for that pls?