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Author Message
  Topic: clause 8.1.3.3.2
pushpinder84

Replies: 1
Views: 1416

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Sat Mar 17, 2018 5:54 am   Subject: clause 8.1.3.3.2
This depends on the connection between the 2 blocks with the central core.

If there is expansion joint provided between the elements at upper level, but are joined in the basement, the it has to be ...
  Topic: clause 8.1.3.3.1 and clause 9.6
pushpinder84

Replies: 1
Views: 1377

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Sat Mar 17, 2018 5:42 am   Subject: clause 8.1.3.3.1 and clause 9.6
Clause 9.6 refers to the expansion joints within the building as opposed to the separation joint between the building and the podium. Closing of this joint will result in analysis similar to 8.1.3.3.3 ...
  Topic: Soft Storey
pushpinder84

Replies: 5
Views: 2879

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Sat Mar 17, 2018 5:21 am   Subject: Soft Storey
Clause 7.10.3 gives an extension to the weak storey clause by having the limits as
1. Lateral stiffness minimum 80% of the storey above.
2. Lateral strength minimum 90% of the storey above.

Howe ...
  Topic: Econference on IS 16700 Clause 5.6.2.3
pushpinder84

Replies: 1
Views: 1400

PostForum: E-conference on IS 16700 13th March to 18th March 2018   Posted: Sat Mar 17, 2018 4:52 am   Subject: Econference on IS 16700 Clause 5.6.2.3
I hope thbelow snapshot helps.

However further to this query, I would like to know if this applies to the staircase and lift cores also.
1.The lift and staircases are not parts of diaphragm and th ...
  Topic: SITE PROBLEM
pushpinder84

Replies: 4
Views: 1484

PostForum: SEFI General Discussion   Posted: Wed Jul 03, 2013 6:44 am   Subject: SITE PROBLEM
As per the attached sketch, the level difference between external and internal areas is 1.35m and backfill soil of height 0.55m is on outside and 1.9 on the inside. Thus the lateral force is acting at ...
  Topic: SITE PROBLEM
pushpinder84

Replies: 4
Views: 1484

PostForum: SEFI General Discussion   Posted: Tue Jul 02, 2013 7:42 am   Subject: SITE PROBLEM
Dear
devanggohil77
,

I can not comment on the exact reason, but the possible reason could be Settlement/tilting of the pedestal foundation due to lateral soil retaining load. The lateral loads a ...
  Topic: Load transfer mechanism
pushpinder84

Replies: 4
Views: 1998

PostForum: SEFI General Discussion   Posted: Tue May 14, 2013 11:25 am   Subject: Re: thanx for response
Dear sir,

First of all, Thank you! for your response. Well, if the load is transfer through the composition of concrete and steel then load transfer may exist through it's molecules & atoms ...
  Topic: About live load and floor finish
pushpinder84

Replies: 2
Views: 2060

PostForum: SEFI General Discussion   Posted: Tue May 14, 2013 10:47 am   Subject: Re: About live load and floor finish
Dear Sefians,
I think live load 2 kN/m2 is too high for residential buildings.Is it so?
Is it okay to take floor finish load of about 1 kn/m2 or less than that for residential building?

Regards, ...
  Topic: Walls
pushpinder84

Replies: 5
Views: 1835

PostForum: SEFI General Discussion   Posted: Tue May 14, 2013 10:34 am   Subject: Walls
Dear Mukesh,

The method given in IS-456 is for braced walls subjected to primary vertical load (clause 32.2) and combined vertical and in plane shear (clause 32.3). The wall is considered braced if ...
  Topic: expansion joint
pushpinder84

Replies: 2
Views: 1306

PostForum: SEFI General Discussion   Posted: Thu Apr 11, 2013 6:58 am   Subject: expansion joint
Dear Kumar,

I am not sure what the question is, but it seems you are asking for requirement of expansion joint along the height of the building. Expansion joints are provided in buildings for 2 rea ...
 
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