| Author |
Message |
 Topic: Dynamic analysis od underground water tank in staad pro |
dubeyratnesh
Replies: 0
Views: 3544
|
 Forum: SEFI General Discussion Posted: Sun Jul 03, 2022 5:01 pm Subject: Dynamic analysis od underground water tank in staad pro |
| Dear seaniors please explain the procedure to perform dynamic analysis of water tank in staad pro... |
| Topic: dynamic analysis of water tank in staad pro |
dubeyratnesh
Replies: 0
Views: 3538
|
Forum: SEFI General Discussion Posted: Wed Jun 29, 2022 4:50 am Subject: dynamic analysis of water tank in staad pro |
dear seniors
can you please explain procedure for dynamic analysis of underground water tank in staad pro? how to model mass of water in staad and how we define and perform seismic analysis as per ... |
| Topic: Design of liquid retaining structure |
dubeyratnesh
Replies: 8
Views: 8522
|
Forum: SEFI General Discussion Posted: Thu Jun 09, 2022 9:28 am Subject: Design of liquid retaining structure |
Dear seniors
thanks for your valuable reply
further crack width calculation is quite tedious process as per given code ,where as ACI formula suggested in a post by our seniors was quite easy. can ... |
| Topic: Design of liquid retaining structure |
dubeyratnesh
Replies: 8
Views: 8522
|
Forum: SEFI General Discussion Posted: Wed Jun 08, 2022 11:19 am Subject: Design of liquid retaining structure |
dear seniors
following new code i have attached here please give some guidance after going through it regarding design and permissible stress criteria |
| Topic: Design of liquid retaining structure |
dubeyratnesh
Replies: 8
Views: 8522
|
Forum: SEFI General Discussion Posted: Tue Jun 07, 2022 7:13 pm Subject: Design of liquid retaining structure |
Dear sir
Is it a correct way to use staad model to find stresses other than approximate methods which require moment coeeficients for vaious condition?
Also new code ask to satisfy crack width cri ... |
| Topic: Design of liquid retaining structure |
dubeyratnesh
Replies: 8
Views: 8522
|
Forum: SEFI General Discussion Posted: Sat Jun 04, 2022 4:30 pm Subject: Design of liquid retaining structure |
Dear seniors
As per new codal provison of is 3370 2021
We have to design water retaining structure based on LSM method only.my doubt is when code permits permisible stress in steel in tension for ... |
| Topic: water tank with pile raft |
dubeyratnesh
Replies: 1
Views: 2257
|
Forum: SEFI General Discussion Posted: Tue May 24, 2022 8:49 am Subject: pile raft in staad pro |
| dear seniors please please review my staad model having pile spring |
| Topic: water tank with pile raft |
dubeyratnesh
Replies: 1
Views: 2257
|
Forum: SEFI General Discussion Posted: Thu May 19, 2022 6:18 am Subject: water tank with pile raft |
dear seniors
i have modeled and analysed a water tank resting 1.5 below soft soil. With low sbc. review and provide comments on model analysis and .improvement and further reinforcement design. std ... |
| Topic: shear stress and reinforcement |
dubeyratnesh
Replies: 0
Views: 2652
|
Forum: SEFI General Discussion Posted: Thu May 19, 2022 5:08 am Subject: shear stress and reinforcement |
dear seniors
i have a query
when we design raft in staad pro as mat the reinforcement comes out based on moments .further if we take accounts of shear stress i.e Sqx and Sqy the corresponding tens ... |
| Topic: structure design of rectangular clarifier(tube settler) |
dubeyratnesh
Replies: 3
Views: 2771
|
Forum: SEFI General Discussion Posted: Wed May 18, 2022 12:40 pm Subject: structure design of rectangular clarifier(tube settler) |
dear seniors please review my modele and its analysis. further concrete design
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 29-Apr-22
END JOB INFORMATION
INPUT WIDTH 79
INPUT WIDTH 79
UNI ... |
| |
Subscriptions
FAQ
Search
Memberlist
Usergroups
Register
Donate
Profile
Log in to check your private messages
Log in to website