www.www.buonovino.com

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]
Forum SubscriptionsSubscriptionsDigestDigest PreferencesFAQFAQSearchSearchMemberlistMemberlistUsergroupsUsergroupsRegisterRegisterFAQSecurity TipsFAQDonate
ProfileProfileLog in to check your private messagesLog in to check your private messagesLog in to websiteLog in to websiteLog in to websiteLog in to forum
Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses.
Use online scanners here and here to upload downloaded attachment to check for safety.

Search found 4 matches
www.www.buonovino.com Forum Index
Author Message
Topic:RCC SHEAR WALL DESIGN (Staad and manual)
mitupandit00

Replies:0
Views:4536
 PostForum:SEFI General DiscussionPosted: Sat Nov 19, 2016 6:53 am Subject:RCC SHEAR WALL DESIGN (Staad and manual)
Dear Members,
i am here attaching staad file and excel sheet of shear wall design.
my stad file shown shear bar fail and when i do manual design its satisfied all the condition as per Indian Standar ...
Topic:RCC SHEAR WALL DESIGN
mitupandit00

Replies:0
Views:2334
 PostForum:SEFI General DiscussionPosted: Fri Nov 11, 2016 12:40 pm Subject:RCC SHEAR WALL DESIGN
Dear Members,

Please Suggest me any good book to learn Design of RCC shear wall as per Indian Standards.

Thanks

Amit Sharma
Topic:*** ERROR:THE AXIAL STRESS ON MEMBER EXCEEDS 0.1FCK AT SECTION 0.0
mitupandit00

Replies:3
Views:7407
 PostForum:SEFI Web Site Problems/ Login/Registration IssuesPosted: Sat Jun 25, 2016 12:40 pm Subject:*** ERROR:THE AXIAL STRESS ON MEMBER EXCEEDS 0.1FCK AT SECTION 0.0
Thanks
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Your Reply is valuable for me .[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]The Beam's ex ...
Topic:*** ERROR:THE AXIAL STRESS ON MEMBER EXCEEDS 0.1FCK AT SECTION 0.0
mitupandit00

Replies:3
Views:7407
 PostForum:SEFI Web Site Problems/ Login/Registration IssuesPosted: Fri Jun 24, 2016 9:09 am Subject:*** ERROR:THE AXIAL STRESS ON MEMBER EXCEEDS 0.1FCK AT SECTION 0.0
Dear Safiens,

While Designing the structure in Staad Pro there was an error " the axial stress on member exceeds 0.1fck "
pls Suggest me how to solve this errors in Staad Pro

With Reg ...
Page1of1
All times are GMT
Jump to:


© 2003, 2008 SEFINDIA,Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service.advertisement policy
Baidu
map