| Author |
Message |
 Topic: column design in staad |
kvr karthikeyan
Replies: 6
Views: 9074
|
 Forum: SEFI General Discussion Posted: Sun Sep 04, 2016 7:51 am Subject: column design in staad |
| OK SIR..But my doubt is...when we double click the column it shows the design load, and moment in both directions.But when the location is taken as long column why is it showing less moment than the m ... |
| Topic: column design in staad |
kvr karthikeyan
Replies: 6
Views: 9074
|
Forum: SEFI General Discussion Posted: Tue Aug 16, 2016 10:29 am Subject: column design in staad |
beam number 315 sir..its sample one...
Every column which gives location as long i have seen this mistake.. |
| Topic: column moments in staad pro |
kvr karthikeyan
Replies: 0
Views: 2317
|
Forum: SEFI General Discussion Posted: Fri Aug 12, 2016 5:42 pm Subject: column moments in staad pro |
why is staad pro showing less design moments when designed for long column..?? can anyone explain this..!!
I have seen the load combinations and there is a difference between combination moment and t ... |
| Topic: column design in staad |
kvr karthikeyan
Replies: 6
Views: 9074
|
Forum: SEFI General Discussion Posted: Fri Aug 12, 2016 1:14 pm Subject: column design in staad |
sir...I have designed a structure in staad pro.
While checking the column design in staad i am getting the combination for which it is designed.I have chekced the moments for same combination,but whi ... |
| Topic: assigning of propped cantilever in staad |
kvr karthikeyan
Replies: 2
Views: 4068
|
Forum: SEFI General Discussion Posted: Thu Jun 09, 2016 10:21 am Subject: assigning of propped cantilever in staad |
| sir.I have analysed a structure in staad pro.for beam 682 i have raleased on other end so that it acts as propped beam.But its showing high moment as of a cantiler.Can anyone please check the releases ... |
| Topic: staad |
kvr karthikeyan
Replies: 22
Views: 15941
|
Forum: SEFI General Discussion Posted: Thu Feb 25, 2016 4:11 pm Subject: staad |
OK SIR..thank you  |
| Topic: staad |
kvr karthikeyan
Replies: 22
Views: 15941
|
Forum: SEFI General Discussion Posted: Thu Feb 25, 2016 5:46 am Subject: staad |
| ok sir.But the client just asked for wind load only..So I have got that doubt in column 68 as it has been designed for wind combination..I thought whether there is something wrong in it sir..!!..Sir c ... |
| Topic: staad |
kvr karthikeyan
Replies: 22
Views: 15941
|
Forum: SEFI General Discussion Posted: Wed Feb 24, 2016 12:01 pm Subject: staad |
| Yes sir,Its that column where it has designed for 1.5(DL+WL-X) combination..So i have doubt whether is it correct or not..??or is there anything wrong sir..?? |
| Topic: staad |
kvr karthikeyan
Replies: 22
Views: 15941
|
Forum: SEFI General Discussion Posted: Tue Feb 23, 2016 4:56 pm Subject: staad |
| Sir i have analysed another model for wind load..Once check beam no:68 which is a column designed for wind combination but i cant understand why there is heavy wind at that column..Please check it and ... |
| Topic: staad |
kvr karthikeyan
Replies: 22
Views: 15941
|
Forum: SEFI General Discussion Posted: Wed Feb 17, 2016 4:57 pm Subject: staad |
| Sir..I have given 1.24 only as i have already assigned the self weight for slab.So i have given only the floor finishes thinking that dead load is assigned.Sir can you show a simple example of meshing ... |
| |
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website