| Author |
Message |
 Topic: Anchor Bolt Embedment Length Calculation |
A B Malla
Replies: 6
Views: 6460
|
 Forum: SEFI General Discussion Posted: Fri Aug 13, 2021 11:48 am Subject: Anchor Bolt Embedment Length Calculation |
Dear NS sir,
In Latest and old ACI-318 equations & K values are same as in trailing discussion, which does not match with k value given in book.
0.89521.48*15.5 for cast-in-situ headed studs.
... |
| Topic: Anchor Bolt Embedment Length Calculation |
A B Malla
Replies: 6
Views: 6460
|
Forum: SEFI General Discussion Posted: Thu Aug 12, 2021 7:44 am Subject: Anchor Bolt Embedment Length Calculation |
Dear sir,
Many thanks for the prompt reply.
sir, in your book it is clearly mentioned that values are from from ACI-318. I have doubt over that K value-15.5 mentioned in book. since in ACI-318 b ... |
| Topic: Anchor Bolt Embedment Length Calculation |
A B Malla
Replies: 6
Views: 6460
|
Forum: SEFI General Discussion Posted: Wed Aug 11, 2021 7:15 am Subject: Anchor Bolt Embedment Length Calculation |
Dear SEFIans,
Greetings!
For calculating Embedment length of anchor bolts the equation given in Subramanian sir’s book based on appendix D of ACI-318 is (N[SUB]u[/SUB])=k(√(f[SUB]ck[/SUB]))( ... |
| Topic: Manual Analysis - Substitute Frame Method |
A B Malla
Replies: 0
Views: 1729
|
Forum: SEFI General Discussion Posted: Wed Jul 29, 2020 10:13 am Subject: Manual Analysis - Substitute Frame Method |
Dear All,
I'm trying to do manual analysis of a building and compare the results with STAAD pro. I'm done with slab & loading from slab to beams. i had applied loads from slab on beam as equiva ... |
| Topic: Proposed Changes in IS 456:2000- Curtain Raiser Event |
A B Malla
Replies: 2
Views: 3397
|
Forum: SEFI General Discussion Posted: Mon Feb 17, 2020 10:30 am Subject: Proposed Changes in IS 456:2000- Curtain Raiser Event |
Dear Sir,
It will be my pleasure to attend the event. Kindly confirm my registration.
Regards,
Abrar Bashir Malla
On Mon, Feb 17, 2020 at 2:37 PM sefi_admin <forum@sefindia. ... |
| Topic: Tower Base Plate |
A B Malla
Replies: 4
Views: 4142
|
Forum: SEFI General Discussion Posted: Fri Feb 14, 2020 9:23 am Subject: Tower Base Plate |
Thank you Er. Mallesh.
i was also thinking the same. your pictorial representation made it clear.
Regards ,
A B Malla |
| Topic: Tower Base Plate |
A B Malla
Replies: 4
Views: 4142
|
Forum: SEFI General Discussion Posted: Fri Feb 14, 2020 4:24 am Subject: Tower Base Plate |
Dear sir,
Thank you for your valuable response.
Yes there is no significant change in axial forces by switching support conditions. i presume that is because of global forces rather than local fo ... |
| Topic: Tower Base Plate |
A B Malla
Replies: 4
Views: 4142
|
Forum: SEFI General Discussion Posted: Thu Feb 13, 2020 8:36 am Subject: Tower Base Plate |
Dear all,
PFA, figure of base plate in one of the tower leg.
1)To my understanding, if we see it as base plate connected to one leg it behaves as fixed support. but, if we see it in over all to ... |
| Topic: shear stress in bolts |
A B Malla
Replies: 4
Views: 9260
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Sat Sep 21, 2019 4:21 am Subject: shear stress in bolts |
Dear N S Sir,
Thank you very much for your valuable time from your busy schedule. Such efforts from your side benefits all of us.
Regards,
A B Malla |
| Topic: shear stress in bolts |
A B Malla
Replies: 4
Views: 9260
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Sep 17, 2019 4:47 am Subject: shear stress in bolts |
Dear sir,
it is as per contract requirement to use IS 800 :1984, since the project is old & is still going.
1. IS 802:1992, it is observed permissible shear stress in 4.6 grade bolts is 218 ... |
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