www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log 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 13 matches
www.sefindia.org Forum Index
Author Message
  Topic: STAAD. PRO
renju mathew

Replies: 634
Views: 488314

PostForum: SEFI General Discussion   Posted: Fri Jul 19, 2019 11:15 am   Subject: Re: STAAD. PRO
I presume there are engineers like me in this forum who are not conversant with STAAD.PRO operation.

But I am sure there are experts available in this forum who are quite conversant with STAAD.PRO. ...
  Topic: IS IT POSSIBLE TO PROVIDE BOTH PILE FOUNDATIONS AND ISOLATED FOOTINGS IN A MIXED FASHION FOR A BUILDING?
renju mathew

Replies: 9
Views: 1785

PostForum: SEFI General Discussion   Posted: Fri May 31, 2019 10:19 am   Subject: IS IT POSSIBLE TO PROVIDE BOTH PILE FOUNDATIONS AND ISOLATED FOOTINGS IN A MIXED FASHION FOR A BUILDING?



The N value is less than 5.
Please give me your EMAIL ID
  Topic: IS IT POSSIBLE TO PROVIDE BOTH PILE FOUNDATIONS AND ISOLATED FOOTINGS IN A MIXED FASHION FOR A BUILDING?
renju mathew

Replies: 9
Views: 1785

PostForum: SEFI General Discussion   Posted: Tue May 21, 2019 4:47 am   Subject: IS IT POSSIBLE TO PROVIDE BOTH PILE FOUNDATIONS AND ISOLATED FOOTINGS IN A MIXED FASHION FOR A BUILDING?
Dear All,

I just want to know, whether it is possible to provide both pile foundation and isolated footings in a mixed fashion for a two storey Residential building?

SBC of soil is just 70kN/m2 ...
  Topic: IS IT POSSIBLE TO DESIGN A 100mm WIDE BEAM, FOR CARRYING A UDL of 4 kN/m? AS PER IS CODE?
renju mathew

Replies: 3
Views: 1131

PostForum: SEFI General Discussion   Posted: Wed May 08, 2019 4:49 am   Subject: IS IT POSSIBLE TO DESIGN A 100mm WIDE BEAM, FOR CARRYING A UDL of 4 kN/m? AS PER IS CODE?
Dear All,
Is it possible to provide or design a 100 mm wide beam (of any depth) in order to carry a 10 cm thick wall (weighs in between, 2 to 4 kN/m ).

Description of practical condition: Two t ...
  Topic: Structural Consulting Firm
renju mathew

Replies: 2
Views: 982

PostForum: SEFI General Discussion   Posted: Sat Apr 27, 2019 10:17 am   Subject: Re: Structural Consulting Firm
Dear sefians
If i were to start a structural consulting firm anywhere in India.
What are the steps to be taken?
What are the authority bodies do we need to register?

Thank you

Yours
Er. S. ...
  Topic: is there any direct equation for finding Uniaxial Moment Capacity of columns, instead of using SP16 CHARTs.
renju mathew

Replies: 4
Views: 861

PostForum: SEFI General Discussion   Posted: Sat Apr 13, 2019 8:10 am   Subject: is there any direct equation for finding Uniaxial Moment Capacity of columns, instead of using SP16 CHARTs.
I have that equation I will post the same very shortly



SIR PLEASE POST THAT
  Topic: WHICH IS THE SUPER EASY APPROXIMATE METHOD FOR FRAME ANALYSIS?
renju mathew

Replies: 4
Views: 813

PostForum: SEFI General Discussion   Posted: Sat Apr 13, 2019 6:44 am   Subject: WHICH IS THE SUPER EASY APPROXIMATE METHOD FOR FRAME ANALYSIS?
If you want to check your computer output, a partial substitute frame analysed by the moment distribution method is your best bet.

"i think, we have to develop a new approximate method for a ...
  Topic: WHICH IS THE SUPER EASY APPROXIMATE METHOD FOR FRAME ANALYSIS?
renju mathew

Replies: 4
Views: 813

PostForum: SEFI General Discussion   Posted: Fri Apr 12, 2019 8:33 am   Subject: WHICH IS THE SUPER EASY APPROXIMATE METHOD FOR FRAME ANALYSIS?
Dear Er Matthew,

The coefficients in table 12 of IS: 456 include an allowance for redistribution of moments. Hence, these values won't match an elastic analysis.

Then how to do sir?
  Topic: WHICH IS THE SUPER EASY APPROXIMATE METHOD FOR FRAME ANALYSIS?
renju mathew

Replies: 4
Views: 813

PostForum: SEFI General Discussion   Posted: Fri Apr 12, 2019 4:54 am   Subject: WHICH IS THE SUPER EASY APPROXIMATE METHOD FOR FRAME ANALYSIS?
Dear all,

Are there any easy approximate methods for time saving and for getting reliable values?
i have been using Moment distribution method,But now just changed to the IS 456 method (CL 22.5). ...
  Topic: HOW TO FIND THE UNIT WEIGHT OF A MASONRY WALL, IF WE ALREADY KNOWS THE DENSITY OF BRICK USED?
renju mathew

Replies: 2
Views: 734

PostForum: SEFI General Discussion   Posted: Fri Apr 12, 2019 4:46 am   Subject: HOW TO FIND THE UNIT WEIGHT OF A MASONRY WALL, IF WE ALREADY KNOWS THE DENSITY OF BRICK USED?
Dear All,
How to find the unit weight of a masonry wall, if we already have the density of bricks used. How can we take the weight of mortar and plastering used in it?

I was using, 1800 or 2000 Kg ...
 
Page 1 of 2 Goto page 1, 2  Next
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