| Author |
Message |
 Topic: Roof Slab repair in my flat in an apartment : Urgent assistance required |
Abhishek_Singh
Replies: 62
Views: 22820
|
 Forum: SEFI General Discussion Posted: Sun May 15, 2022 5:32 am Subject: Roof Slab repair in my flat in an apartment : Urgent assistance required |
Assuming that the upper floor resident atleast allows to drill a 100mm hole in his floor (it is for his benefit too) I propose the following:
1. Chip Off bottom cover of the slab to expose reinforc ... |
| Topic: Maximum Size of Fillet Weld for T-joints |
Abhishek_Singh
Replies: 6
Views: 11438
|
Forum: SEFI General Discussion Posted: Sat Aug 21, 2021 7:23 pm Subject: Maximum Size of Fillet Weld for T-joints |
For heavy Tee joint go for Complete Joint Penetration weld. This way the strength of the joint is controlled by the base metal and not the weld. In other words, you dont have to design the weld.
Pr ... |
| Topic: Querry regarding anchor bolt design |
Abhishek_Singh
Replies: 2
Views: 3004
|
Forum: SEFI General Discussion Posted: Sat Aug 21, 2021 6:58 pm Subject: Querry regarding anchor bolt design |
Reference:
https://www.aisc.org/Design-Guide-1-Base-Plate-and-Anchor-Rod-Design-Second-Edition |
| Topic: SMF clause 12.11.1 How to ensure joint rotation of 0.04 radians without degradation |
Abhishek_Singh
Replies: 3
Views: 3990
|
Forum: SEFI General Discussion Posted: Sat Sep 26, 2020 2:13 pm Subject: SMF clause 12.11.1 How to ensure joint rotation of 0.04 radians without degradation |
| Use connections mentioned in Annexure G of IS800 and your 0.04 rad rotation is automatically taken care of! |
| Topic: Steel and Concrete Column Connection |
Abhishek_Singh
Replies: 2
Views: 3472
|
Forum: SEFI General Discussion Posted: Tue Jul 24, 2018 12:07 pm Subject: Steel and Concrete Column Connection |
| I think your primary intention is to transfer only axial load to your column but in the model since you have not released the moment in joint A and joint B, the software is taking it as a moment conne ... |
| Topic: Design of Industrial Shed with RCC Columns having Gantry Crane |
Abhishek_Singh
Replies: 2
Views: 5149
|
Forum: SEFI General Discussion Posted: Tue May 22, 2018 11:12 am Subject: Design of Industrial Shed with RCC Columns having Gantry Crane |
I would love to answer this but the question formation is very confusing.
Q1. Which is your x-direction?
Q2. Gantry columns are always untied in one direction. The other direction of tying is br ... |
| Topic: Eurocode |
Abhishek_Singh
Replies: 3
Views: 5352
|
Forum: SEFI General Discussion Posted: Fri Mar 09, 2018 3:28 am Subject: Eurocode |
Hi Rahul,
The second load combination is as per the 'favourable' load combinations as per eurocode. Also in serviceability and/or accidental situations, the load combinations are entirely different ... |
| Topic: Eurocode |
Abhishek_Singh
Replies: 3
Views: 5352
|
Forum: SEFI General Discussion Posted: Thu Mar 08, 2018 3:27 am Subject: Eurocode |
| I think in Eurocode which is based on UHS (uniform hazard spectrum) the the +/- sigma is accounted for and hence their earthquake spectrum is "higher" as compared to Indian spectrum which is ... |
| Topic: Plinth beam requirement for a building |
Abhishek_Singh
Replies: 9
Views: 9577
|
Forum: SEFI General Discussion Posted: Tue Mar 06, 2018 11:19 am Subject: Plinth beam requirement for a building |
Q1. Is this a steel building or RCC building?
Q2. When you say pedestal and plinth beam, it doesnt make sense, honestly. Could you upload some plans, elevations and sections?
Q3. First you tell me w ... |
| Topic: Insufficient Concrete Cover |
Abhishek_Singh
Replies: 5
Views: 4428
|
Forum: SEFI General Discussion Posted: Tue Feb 27, 2018 6:20 am Subject: Insufficient Concrete Cover |
| First you have to specify here whether the cover you mentioned is 20mm to the column main bar or column tie? |
| |
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