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  Topic: COLUMN REINFORCEMENT MAIN BAR BENDING AT FLOOR LEVEL WHEN C
mks

Replies: 7
Views: 3921

PostForum: SEFI General Discussion   Posted: Wed Apr 04, 2012 4:39 pm   Subject: Re: COLUMN REINFORCEMENT MAIN BAR BENDING AT FLOOR LEVEL WH
Dear Sir


The anchorage value for beam reinforcement at coln- beam junction (end of beam) should be Ld+10db

If we provide less nos of bars along the longer dimension of the coln., then it wil ...
  Topic: Some questions require simple maths but may be hard to crack
mks

Replies: 16
Views: 7171

PostForum: Speak Out Box   Posted: Fri Mar 02, 2012 3:16 pm   Subject: Some questions require simple maths but may be hard to crack
80 KM only

Mithilesh


Dear All,

I want to repeat hint of Q 5 of flying bird again -

Question 5 of flying bird, It does not require any maths calculation or equations. Its entirely a logi ...
  Topic: REDUCIBLE LIVE LOAD IN ETABS
mks

Replies: 33
Views: 23378

PostForum: SEFI General Discussion   Posted: Sat Dec 10, 2011 1:59 pm   Subject: REDUCIBLE LIVE LOAD IN ETABS
Dear Mr. Arun, I do not agreed with you. The % of reduction in imposed load as per IS 1893 (P1 2002) is 25% for loading up to 3 KN/Sqm and 50 % for loading above 3 KN/Sqm which is to be considered ...
  Topic: REDUCIBLE LIVE LOAD IN ETABS
mks

Replies: 33
Views: 23378

PostForum: SEFI General Discussion   Posted: Sat Dec 10, 2011 1:45 pm   Subject: REDUCIBLE LIVE LOAD IN ETABS
Yes, Mr. Manjunath is right. Further the LL reduction as per IS 875 part 2 is used to determine the reaction for design of columns, load
bearing walls, piers, their supports and foundations ie verti ...
  Topic: Footing small depth & development length for footing bar
mks

Replies: 28
Views: 31906

PostForum: SEFI General Discussion   Posted: Wed Dec 07, 2011 3:10 pm   Subject: Footing small depth & development length for footing bar
Yes I also agree with Sri Aditya

Mithilesh



  Topic: RCC FOOTING REINFORCEMENT
mks

Replies: 11
Views: 8135

PostForum: SEFI General Discussion   Posted: Tue Nov 15, 2011 5:31 pm   Subject: Re: RCC FOOTING REINFORCEMENT
Yes, I also agreed with Vikramjeet Sir regarding footing reinforcement.

Mithilesh
  Topic: SLAB DESIGNER (A software)
mks

Replies: 64
Views: 29204

PostForum: SEFI General Discussion   Posted: Tue Jul 12, 2011 2:59 pm   Subject: Re: REGISTERED USER
Dear Sir,

The serial No given by you is not correct. The programme is not accepting it while registering. Please provide correct Sl. No.

Thanks

Mithilesh


Computer ID : 88888918930
User ...
  Topic: SLAB DESIGNER (A software)
mks

Replies: 64
Views: 29204

PostForum: SEFI General Discussion   Posted: Sun Jul 10, 2011 8:08 am   Subject: Re: SLAB DESIGNER (A software)
Please give me the Sl No And User ID

Thanks

Mithilesh

mks_ctc@yahoo.co.in



Dear friends,I have made a slab designer which can design all types of solid slabs based on IS 456-2000 (only) ...
  Topic: Minimum Reinforcement Criteria for Footing
mks

Replies: 18
Views: 35807

PostForum: SEFI General Discussion   Posted: Tue Apr 05, 2011 5:34 pm   Subject: Re: Minimum Reinforcement Criteria for Footing
Dear Varun,

0.12% is the minimum reinforcement requirement considering the footing as slab. But we should provide more percentage of steel resulting lower depth of footing. (shear point of view) ...
  Topic: Modification factor for deflection criteria
mks

Replies: 4
Views: 6733

PostForum: SEFI General Discussion   Posted: Tue Apr 05, 2011 5:23 pm   Subject: Re: Modification factor for deflection criteria
Dear Rahul,

Yes, this can be used for slab also. It is also true that if we provide more reinforcement than required in slab, then fs will be lower resulting greater modification factor.

Mithile ...
 
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