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Author Message
  Topic: Help me with Floating Column
sakumar79

Replies: 12
Views: 1687

PostForum: SEFI General Discussion   Posted: Fri Jul 24, 2020 4:37 am   Subject: Help me with Floating Column
Dear Sir,
One possibility is to remove C5 in all floors and have the beam from C1 to C9 as single continuous span on which the central beam will rest. That beam can be either along C9 and C14 or a ...
  Topic: Slab Reinforcement Details
sakumar79

Replies: 5
Views: 734

PostForum: SEFI General Discussion   Posted: Sun Jul 05, 2020 4:22 am   Subject: Slab Reinforcement Details
Dear Er Ramu,
In two way slabs, especially when designed using IS code (coefficients table for two way slab), when you have a continuity, the top reinforcement will be more than the bottom reinfo ...
  Topic: Reduction in TDS on fees for professional or technical services
sakumar79

Replies: 2
Views: 495

PostForum: Speak Out Box   Posted: Fri Jul 03, 2020 4:57 am   Subject: Reduction in TDS on fees for professional or technical services
Dear Sir,
As I understand,

1. The TDS for Technical services has been reduced from 10% to 2%. However, what Structural consultants are providing cannot be considered Technical services and sha ...
  Topic: Shear Wall design in staad
sakumar79

Replies: 82
Views: 50545

PostForum: SEFI General Discussion   Posted: Fri Jul 03, 2020 4:49 am   Subject: Shear Wall design in staad
Dear SEFIans,
Does the shear wall always need pile foundation, even if hard soil is available at surface ? This query is asked, keeping in mind the high lateral load that the shear wall will be subje ...
  Topic: Reinforcement At Compression(Bottom side) of cantilever
sakumar79

Replies: 5
Views: 1458

PostForum: SEFI General Discussion   Posted: Fri Jan 24, 2020 7:54 am   Subject: Re: Reinforcement At Compression(Bottom side) of cantilever
Taking this discussion further, compression steel in a cantilever slab will help in increase of stiffness of the slab and thus help in reduction of deflection.
I am of the opinion that cantilever ba ...
  Topic: Single stair steel stringer beam at centre
sakumar79

Replies: 3
Views: 1651

PostForum: SEFI General Discussion   Posted: Tue Jul 23, 2019 10:57 am   Subject: Single stair steel stringer beam at centre
Dear Er Sarif,
In addition to typical design for DL+LL, the stringer beam has to be designed for DL+Half LL assuming the half LL is fully on one side of the beam. This will result in UDT on the gi ...
  Topic: Etabs design
sakumar79

Replies: 4
Views: 1709

PostForum: SEFI General Discussion   Posted: Tue Jul 23, 2019 10:53 am   Subject: Etabs design
Dear Er Elakkiaraj,
ETABS uses IS13920 to design members when Ductile design parameter is used (under View/Revise overwrites). This is the default for any member created in a model even after all ...
  Topic: STAAD. PRO
sakumar79

Replies: 634
Views: 515141

PostForum: SEFI General Discussion   Posted: Tue Jul 23, 2019 10:45 am   Subject: STAAD. PRO
Dear Er Mathew,
While I agree that ETABS is more user friendly compared to STAAD Pro, please also make sure to note that there are also a few advantages of STAAD over ETABS. For example,
1. Inpu ...
  Topic: Minimum Design Earthquake Horizontal Lateral Force in Table 7 in IS 1893-2016
sakumar79

Replies: 4
Views: 2365

PostForum: SEFI General Discussion   Posted: Wed Jul 10, 2019 11:24 am   Subject: Minimum Design Earthquake Horizontal Lateral Force in Table 7 in IS 1893-2016
Dear Sir,
I think the simplest way is to change I value so that Ah gets boosted to the required minimum. For example, in the above case, Ah has to be boosted from 0.005 to 0.007 (40%). Hence, if ...
  Topic: Seismic / Earthquake Load Combinations for structures/Buildings
sakumar79

Replies: 15
Views: 5049

PostForum: SEFI General Discussion   Posted: Wed Jun 26, 2019 12:29 pm   Subject: Seismic / Earthquake Load Combinations for structures/Buildings
Dear Er Sukanta Adikari,
You are correct. While on the one hand BIS has removed the clause in IS 1893 Part 1 regarding reduced LL in Load combination, it has failed to remove the equivalent claus ...
 
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