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Author Message
  Topic: Concrete Strength with stiffness modifiers
saahil

Replies: 4
Views: 1080

PostForum: SEFI General Discussion   Posted: Thu Aug 22, 2019 3:08 am   Subject: Concrete Strength with stiffness modifiers
Thank you sir for your comprehensive reply.
Since stiffness reduction is due to cracks development is there a possibility of Strength being effected by cracks if these penetrate the compression zone ...
  Topic: Concrete Strength with stiffness modifiers
saahil

Replies: 4
Views: 1080

PostForum: SEFI General Discussion   Posted: Sun Aug 18, 2019 6:16 am   Subject: Concrete Strength with stiffness modifiers
What will be the effect of stiffness modifiers (used in earthquake analysis) on compressive Strength of concrete?
Will the reduced stiffness have any impact on design section?
  Topic: Steel connection design Book
saahil

Replies: 1
Views: 819

PostForum: SEFI General Discussion   Posted: Sat May 25, 2019 7:15 pm   Subject: Steel connection design Book
Which Book is recommended for steel connection design as per I S Code forpractical application??
  Topic: DESIGN OF TENSO STRUCTURE
saahil

Replies: 0
Views: 613

PostForum: SEFI General Discussion   Posted: Tue Mar 18, 2014 10:59 am   Subject: DESIGN OF TENSO STRUCTURE
I am designing a shade for car. The structure is a tenso structure with dimensions 30'x12'x10'

Can any one please help me with design.

Posted via Email
  Topic: COLUMN REINFORCEMENT DETAILING
saahil

Replies: 4
Views: 2702

PostForum: SEFI General Discussion   Posted: Sat Oct 19, 2013 9:01 am   Subject: COLUMN REINFORCEMENT DETAILING
My question is regarding termination of column reinforcement at floor intermediate floor Lvl.Here I have a 1600x230 column with 30nos 20dia bars.The size of the column reduces at the upper floor reduc ...
  Topic: Shore pile
saahil

Replies: 2
Views: 1525

PostForum: SEFI General Discussion   Posted: Fri Mar 15, 2013 12:50 pm   Subject: Shore Pile
Any replies,suggestions for my query please....awaiting response
  Topic: Shore pile
saahil

Replies: 2
Views: 1525

PostForum: SEFI General Discussion   Posted: Wed Mar 13, 2013 4:41 pm   Subject: Shore pile
I am designing a shore pile to retain 9.0M Earth.As per soil report weathered Basalt rock is found at a depth of 6.0M from Ground.Water is found at Ground LVL.I have attached a file showing the soil p ...
  Topic: RISE IN WATER TABLE
saahil

Replies: 13
Views: 4641

PostForum: SEFI General Discussion   Posted: Thu Mar 07, 2013 6:32 pm   Subject: RISE IN WATER TABLE
I am designing 25 story residential building with single basement. As per Soil report the Water Table is found at a depth of 4m below ground.Strata Suitable for footing is found to be at 5.5m below gr ...
  Topic: FOUNDATIONS
saahil

Replies: 19
Views: 22673

PostForum: E-Conference on Tall Buildings   Posted: Thu Nov 29, 2012 6:15 am   Subject: Re: FOUNDATIONS
Hi Mr. Tuong

Can you upload any SAFE file containing Pile Design

Thanks
Mustafa



Dear E S Jay,
We can easily design the pilecap foundation for shear wall if you use SAFE, a software of ...
  Topic: Pile capacity and Design
saahil

Replies: 9
Views: 9107

PostForum: E-Conference on Tall Buildings   Posted: Thu Nov 29, 2012 5:07 am   Subject: Re: Pile capacity and Design
A few questions:

1) Analysis: We normally calculate the loads coming on pile manually in case of pile nos upto 5.How do we carry out the analysis of piles, is there any particular software that wil ...
 
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