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  Topic: How to model Connectivity between Raft Footing and Wall in Staad?
ibu_4_u

Replies: 2
Views: 1014

PostForum: Evaluate my Model   Posted: Mon Sep 10, 2018 1:37 am   Subject: How to model Connectivity between Raft Footing and Wall in Staad?
Dear[/HIGHLIGHT]


Rearrange the plate sizes of wall as per thickness of raft, and avoid the stresses of plate coming in the Raft Portion,

In staad corner Stress option is are also there, if you ...
  Topic: Concrete cover
ibu_4_u

Replies: 15
Views: 3337

PostForum: SEFI General Discussion   Posted: Sun Aug 05, 2018 3:27 am   Subject: Concrete cover
As the structure is normal water retaining structure. Minimum cover from water face is 45mm, however if both side water is there and you want to place reinforcement in center then increase the wall th ...
  Topic: UNDERGROUND RECTANGULAR/SQUARE TANKS
ibu_4_u

Replies: 48
Views: 38433

PostForum: SEFI General Discussion   Posted: Sat Jul 28, 2018 5:08 am   Subject: UNDERGROUND RECTANGULAR/SQUARE TANKS
[/FONT][FONT=Verdana, Arial, Helvetica, sans-serif] [/FONT]
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[/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif]AT present, i have considered the higher ...
  Topic: UNDERGROUND RECTANGULAR/SQUARE TANKS
ibu_4_u

Replies: 48
Views: 38433

PostForum: SEFI General Discussion   Posted: Fri Jul 27, 2018 8:32 am   Subject: UNDERGROUND RECTANGULAR/SQUARE TANKS


Presently as per my query i got the coefficient of Ratio of b/a upto 4, from Reynolds handbook 11th edition table 2.78 & 2.79, the ratio is coming 0.152wh3 for vertical Moment with base fixed ...
  Topic: UNDERGROUND RECTANGULAR/SQUARE TANKS
ibu_4_u

Replies: 48
Views: 38433

PostForum: SEFI General Discussion   Posted: Thu Jul 26, 2018 8:05 am   Subject: RCC Rectangular Tank with size 14m length and 3.5m height
Dear All,

I am Designing the RCC wall with 3 edges fixed and Top free condition.
the size of wall is 14m length and 3.5m height,

As per 3370 Part 4, the coefficient are given for boundary condi ...
  Topic: SEFI NEEDS YOUR SUPPORT...
ibu_4_u

Replies: 72
Views: 17200

PostForum: SEFI General Discussion   Posted: Thu Feb 15, 2018 11:30 am   Subject: SEFI NEEDS YOUR SUPPORT...
Dear Sir,

I will like to have econf on the new  Tall Building Code (IS 16700) and revised IS 1893 and IS 13920. 


I will like to contribute SEFI, Kindly share the details.




Thanks & ...
  Topic: ANALYSIS OF PUMP FLOOR FOR NATURAL FREQUENCIES.
ibu_4_u

Replies: 5
Views: 3657

PostForum: SEFI General Discussion   Posted: Tue Mar 24, 2015 6:23 am   Subject: Re: ANALYSIS OF PUMP FLOOR FOR NATURAL FREQUENCIES.
Dear SEFIANS

We are designing a heavy pump room consisting undergroung water compartments and pup floor is the top slab of these compartments. Pump floor is sheltered by roofing and walls. All el ...
  Topic: Hanging Stair
ibu_4_u

Replies: 7
Views: 3590

PostForum: SEFI General Discussion   Posted: Mon Feb 24, 2014 11:37 am   Subject: Hanging Stair
Dear All,

I have to designed an Open newel Staircase which do not have any support at midlanding, the stair have the only support at 1st floor beam & next directly on 2nd floor beam,

The sta ...
  Topic: Design of beam in plan bending direction that is My dirctn
ibu_4_u

Replies: 18
Views: 6473

PostForum: SEFI General Discussion   Posted: Mon Sep 09, 2013 9:22 am   Subject: Design of beam in plan bending direction that is My dirctn
Dear Uhvaryani Sir,


I got one book name "Design aids for Limit state design of Reinforced Concrete Members" by U.H.Varyani & A.Radhaji.

I also got the worked out example in this ...
  Topic: Design of beam in plan bending direction that is My dirctn
ibu_4_u

Replies: 18
Views: 6473

PostForum: SEFI General Discussion   Posted: Thu Sep 05, 2013 6:30 pm   Subject: Design of beam in plan bending direction that is My dirctn
Dear arunkumar Sir,

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i am designing this for self supported Curved roofing (without tuss) spanning for 36m,
and i am also having RCC gutter, which is running continues through out the leng ...
 
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