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Dear Brother, i have target that ... First i will complete the series of ETABS then i will move toward further.... INSHALLAH I will try my best.... And thank you very for your feedback...
Suppose that we have 3 load combinations named Comb1, Comb2 and Comb3. After running analysis we want to design beams by Comb1, braces by Comb2 and columns by Comb3 and for example braces should not design by Comb1 or Comb3. Is there any automated way to assign each combination to a specific set of objects to prevent ETABS not to check/design all objects by all combinations ? In other words I need design/analyze/design/analyze... each objects by it's own specific combination just by ONE action (one click on start check/design structure icon) to prevent iterative trial and error process manually.
Where did you find the documentation from CSI regarding the definitions of various load combination types? I know I found a site before that explained each one, I've been searching all over the internet. Could you please let me know? thanks so much!
Thank you for your reply. I’m talking about ETABS range add, SRSS, absolute add, linear add. Where did you get an explanations for what each selection of does? You have it written in your video description, butI just want a link to CSI documentation for explaining these software feature selections. Thank you so much! I really appreciate your help!
Bro you know, am busy in my Master research but when my research gets completed...I'll start watching your videos on Etabs...Right now, am a lil busy but I'll definitely watch. At that time you'll have uploaded a lot of videos on Etabs...
@@civilmdc Thanks...bro...UA-cam is full of Arabic videos which we don't understand. Thanks again for making videos in the English language. God bless, 💕💕💕
To make a RELATIONSHIP, Don't forget to press the subscribe button with bell icon to get the latest notifications. My channel :)
ua-cam.com/channels/w9kSuR1bTFBmaMEyD_DXvQ.html
Thanks Sir Very helpul Lecture
Nice effort bro.
I request you to please prepare the tutorial of STAADPRO , SAP2000, BIM etc.
Dear Brother, i have target that ... First i will complete the series of ETABS then i will move toward further.... INSHALLAH I will try my best....
And thank you very for your feedback...
Suppose that we have 3 load combinations named Comb1, Comb2 and Comb3. After running analysis we want to design beams by Comb1, braces by Comb2 and columns by Comb3 and for example braces should not design by Comb1 or Comb3.
Is there any automated way to assign each combination to a specific set of objects to prevent ETABS not to check/design all objects by all combinations ?
In other words I need design/analyze/design/analyze... each objects by it's own specific combination just by ONE action (one click on start check/design structure icon) to prevent iterative trial and error process manually.
what happens to software generated load combinations when using eq+x or eq-x? will software consider two direction for each load pattern separately ?
Where did you find the documentation from CSI regarding the definitions of various load combination types? I know I found a site before that explained each one, I've been searching all over the internet. Could you please let me know? thanks so much!
You can get from .... ACI 318 code or from ASCE-7 code
Thank you for your reply. I’m talking about ETABS range add, SRSS, absolute add, linear add. Where did you get an explanations for what each selection of does? You have it written in your video description, butI just want a link to CSI documentation for explaining these software feature selections. Thank you so much! I really appreciate your help!
Sir which codes we used for seismic and wind load in Pakistan m
UBC 97 or Building code of pakistan
Hlo sir default load is ok for analysis (for all applications of wind and Earth quake loads)
Hi
No ... You have enter with building type and location
Thanks
Welcome
Dandi mari ha pura explain nah kea
As per code dead load multiply with eq 1.1
1.32dead
1.32 SD
0.55 live
1.1 eq x
Pura explain kru wind k sath
Dear I have defined load combination as per ACI 318 Code..
Bro you know, am busy in my Master research but when my research gets completed...I'll start watching your videos on Etabs...Right now, am a lil busy but I'll definitely watch. At that time you'll have uploaded a lot of videos on Etabs...
Sure Brother... Up till then i will completely upload the course on ETABS..
@@civilmdc Thanks...bro...UA-cam is full of Arabic videos which we don't understand. Thanks again for making videos in the English language. God bless, 💕💕💕