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Author Message
  Topic: Initial size of column
ramu_se

Replies: 2
Views: 551

PostForum: SEFI General Discussion   Posted: Wed Sep 09, 2020 12:10 pm   Subject: Initial size of column
Dear All,

Kindly guide me how to decide the initial size of the columns before starting the analysis of the structure?

We have to assume the column size according to the thumb rule?

if yes,wh ...
  Topic: Slab Reinforcement Details
ramu_se

Replies: 5
Views: 911

PostForum: SEFI General Discussion   Posted: Fri Jul 10, 2020 12:34 am   Subject: Slab Reinforcement Details
Thank you sir.

Please guide for deflection check in two way slab.

Is it fine to check span to depth ratio which satisfies IS-456 2000 cl.23.2.1
for deflection?

Thanks,
Ramu.
  Topic: Slab Reinforcement Details
ramu_se

Replies: 5
Views: 911

PostForum: SEFI General Discussion   Posted: Sat Jul 04, 2020 11:49 pm   Subject: Slab Reinforcement Details
The Mx(-ve) reinforcement should be provided in top.

Is it fine to provide less reinforcement in bottom and more reinforcement in top.
Please guide me.
  Topic: Slab Reinforcement Details
ramu_se

Replies: 5
Views: 911

PostForum: SEFI General Discussion   Posted: Fri Jul 03, 2020 11:52 pm   Subject: Slab Reinforcement Details
Hi All,

I have designed a two way slab of 3.73mX4.42m with the condition of two adjacent edges discontinuous and got the following reinforcement details.

Mx(+ve) - T8@300mm c/c

Mx(-ve) - T8@1 ...
  Topic: How to decide the Size of Column before calculating the load
ramu_se

Replies: 2
Views: 788

PostForum: SEFI General Discussion   Posted: Thu Apr 09, 2020 1:38 am   Subject: How to decide the Size of Column before calculating the load
Hello friends,

How do we decide the size of column before calculating the loads on the column?

Is there any thumb rule to calculate the size of column? or we have to do trial and error method?
...
  Topic: Wind Load Calculations for buildings less than 10m height
ramu_se

Replies: 3
Views: 797

PostForum: SEFI General Discussion   Posted: Fri Jan 24, 2020 5:00 am   Subject: Wind Load Calculations for buildings less than 10m height
Sir,

Can you share IS-875 part-3-2015 code pdf copy.
  Topic: Plinth beam to connect column
ramu_se

Replies: 2
Views: 864

PostForum: SEFI General Discussion   Posted: Thu Jan 23, 2020 5:56 am   Subject: Plinth beam to connect column
Hi All,

Generally,plinth beams are provided to connect columns in both directions in order to reduce the length of the column and also to provide support to walls.

If we get the situation to pro ...
  Topic: Major and Minor axis of the Square column
ramu_se

Replies: 2
Views: 899

PostForum: SEFI General Discussion   Posted: Wed Jan 22, 2020 5:15 am   Subject: Major and Minor axis of the Square column
Thank you Sir.
  Topic: Plinth Beam Depth
ramu_se

Replies: 1
Views: 792

PostForum: SEFI General Discussion   Posted: Mon Jan 20, 2020 5:28 pm   Subject: Plinth Beam Depth
Hi All,

If the distance between center to center of the column is 22" in plinth beam layout,there is a wall load coming on 1/4 of the beam each side.

In this case,is it sufficient to provid ...
  Topic: Major and Minor axis of the Square column
ramu_se

Replies: 2
Views: 899

PostForum: SEFI General Discussion   Posted: Mon Jan 20, 2020 5:13 pm   Subject: Major and Minor axis of the Square column
Hi all,

Is there any difference between major and minor axis of the square column?

What is the role of major and minor axis of the square column in framing of the building?

Since in rectangu ...
 
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