| Author |
Message |
 Topic: Design of slab on grade connected to plinth beam |
hishamajmalpc
Replies: 3
Views: 1895
|
 Forum: SEFI General Discussion Posted: Wed Nov 13, 2024 3:19 pm Subject: Design of slab on grade connected to plinth beam |
Hi sefians,
If slab on grade at ground floor is connected to the plinth beams, do the slab act as a footing? ie do we need to design the slab for the soil reaction. if we assume slab also participate ... |
| Topic: 100 mm wide beam |
hishamajmalpc
Replies: 4
Views: 2572
|
Forum: SEFI General Discussion Posted: Sun Oct 27, 2024 2:03 am Subject: 100 mm wide beam |
| If the wall is RCC, can't we consider it as a very deep beam ? |
| Topic: Design of corners of sunshades |
hishamajmalpc
Replies: 1
Views: 1521
|
Forum: SEFI General Discussion Posted: Sun Oct 27, 2024 1:52 am Subject: Design of corners of sunshades |
Dear Engineers,
How to design corners of sunshade?
Diagonal span at corner of 120cm long sunshade will be 170cm. Do the practice of Simply providing extra diagonal bars @ top enough for higher span ... |
| Topic: 100 mm wide beam |
hishamajmalpc
Replies: 4
Views: 2572
|
Forum: SEFI General Discussion Posted: Sat Oct 26, 2024 8:56 am Subject: 100 mm wide beam |
Hi sefians,
Can we provide 100mm wide beams to support 100mm thick walls of external cladding, ducts etc..? |
| Topic: Load Combination Generator Tool for STAAD. Pro using REPEAT LOAD Command |
hishamajmalpc
Replies: 1
Views: 8088
|
Forum: Open Source Software Development Posted: Wed Oct 23, 2024 11:11 am Subject: Load Combination Generator Tool for STAAD. Pro using REPEAT LOAD Command |
| plz provide the file |
| Topic: Reinforcement in bulb of underreamed pile |
hishamajmalpc
Replies: 1
Views: 1768
|
Forum: SEFI General Discussion Posted: Wed Jul 10, 2024 3:03 pm Subject: Reinforcement in bulb of underreamed pile |
Hi
Y no reinforcemt is provided in bulb of underreamed pile. Will it . |
| Topic: Continuity of non collinear beams in a frame |
hishamajmalpc
Replies: 1
Views: 4828
|
Forum: SEFI General Discussion Posted: Sun Apr 16, 2023 9:37 am Subject: Continuity of non collinear beams in a frame |
Dear SEFIANS,
If two beams are framing into same column but not in line, will they act as continuous? How the moment distribution will occur at this joint?
______________
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_________ ... |
| Topic: Maximum height of wall |
hishamajmalpc
Replies: 3
Views: 6953
|
Forum: SEFI General Discussion Posted: Thu Apr 13, 2023 4:53 pm Subject: Maximum height of wall |
Dear SEFIANS,
what is the maximum safe height for a 20cm thick laterite/similar wall to be constructed as a partition wall in Framed building? How to increase height without increasing the thicknes ... |
| Topic: Diagonal reinforcement at reentrant corners |
hishamajmalpc
Replies: 2
Views: 7618
|
Forum: SEFI General Discussion Posted: Tue Jan 10, 2023 6:30 am Subject: Diagonal reinforcement at reentrant corners |
Dear sefinas,
Plz refer to clause 9.4.9 of SP 34 reg. diagonal reinforcement at reentrant corners. Is it necessary to provide this in all cases? Is there any design criteria for this.
regards
... |
| Topic: IS 3370: 2021 |
hishamajmalpc
Replies: 0
Views: 2789
|
Forum: SEFI General Discussion Posted: Thu Sep 02, 2021 3:06 am Subject: IS 3370: 2021 |
Hi sefians,
Pls share if there are any considerable changes in latest revision of IS 3370:2021 (Structures for storage of liquids) compared to 2009 revision. Are the design tables (Part 4) still th ... |
| |
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