| Author |
Message |
 Topic:Main approaches for controlling the stiffness and damping of a structure |
vikram.jeet
Replies:13
Views:506
|
 Forum:SEFI General DiscussionPosted: Wed Apr 26, 2023 2:28 am Subject:Main approaches for controlling the stiffness and damping of a structure |
Dr NS sir,,
The answers by Er Ron Hamburger are very apt,, to the point , and class apart . The deliberations on queries are highly praiseworthy.
Hope, in this forum of Civil & Structural ... |
| Topic:Field Engineering Talks on FB and Others |
vikram.jeet
Replies:3468
Views:609328
|
Forum:SEFI General DiscussionPosted: Wed Apr 19, 2023 4:07 am Subject:Re: Truths Pertinent My Life Progress |
| Very Useful points penned by our Lion of Project Management and Quality Assurance, Sri Suraj Singh saheb,, He has spelt out very gist of Construction Management along with other prerequisites for a C ... |
| Topic:Maximum height of wall |
vikram.jeet
Replies:3
Views:710
|
Forum:SEFI General DiscussionPosted: Wed Apr 19, 2023 3:38 am Subject:Maximum height of wall |
As guided by Er Srinivasan saheb, vertical rcc bands can also be provided along with Lintel band . Lintel bands are also a prerequisite for EQ resistant in Brick walls.
Vertical rcc band if prov ... |
| Topic:Concrete Wall Cladding with Acoustic Property |
vikram.jeet
Replies:2
Views:566
|
Forum:SEFI General DiscussionPosted: Sun Apr 16, 2023 3:18 pm Subject:Concrete Wall Cladding with Acoustic Property |
Pl check back at Google,, many manufacturers are there,
But for these precast wall panels,, supporting system ie supporting members must be designed to resist wind forces,, |
| Topic:Continuity of non collinear beams in a frame |
vikram.jeet
Replies:1
Views:382
|
Forum:SEFI General DiscussionPosted: Sun Apr 16, 2023 1:53 pm Subject:Continuity of non collinear beams in a frame |
| Both situations,, beams are continuos provided that reinf bars are embedded Ld into column, of course there will be congestion of reinf bars from beam at such locations,, |
| Topic:Maximum height of wall |
vikram.jeet
Replies:3
Views:710
|
Forum:SEFI General DiscussionPosted: Fri Apr 14, 2023 3:14 am Subject:Maximum height of wall |
Provide rcc band at Lintel level and ht can be increased.
Generally wall shall be seen for L/t and H/t ,,
Whichever less and to be less than 12
But provision of lintel band the H is ... |
| Topic:Pier Cap Rebar Arrangement |
vikram.jeet
Replies:3
Views:765
|
Forum:SEFI General DiscussionPosted: Tue Apr 11, 2023 2:49 pm Subject:Pier Cap Rebar Arrangement |
| Pier cap is a cantilever structure in both directions emerging from RCC piers,, the continuity reinf bars is a must across piers , , it must also be checked as CORBEL especially in short direction a ... |
| Topic:column design in staad |
vikram.jeet
Replies:26
Views:21441
|
Forum:SEFI General DiscussionPosted: Tue Apr 11, 2023 2:29 pm Subject:column design in staad |
(Continuing fm previous post)
Column design, Critical forces
Manual Design of Column section :
SEISMIC CASES
CASE 3 SEISMIC ALONG Y DIR
A Hypothetical data for illustration purpos ... |
| Topic:column design in staad |
vikram.jeet
Replies:26
Views:21441
|
Forum:SEFI General DiscussionPosted: Tue Apr 11, 2023 2:22 pm Subject:column design in staad |
(Continuing fm previous post)
Column design, Critical forces
Manual Design of Column section :
SEISMIC CASES
CASE 2 SEISMIC ALONG X DIR
A Hypothetical data for illustration purpos ... |
| Topic:column design in staad |
vikram.jeet
Replies:26
Views:21441
|
Forum:SEFI General DiscussionPosted: Tue Apr 11, 2023 2:03 pm Subject:column design in staad |
Column design, Critical forces
It is better to design the Column with one column sec taking care of for two floors in low rise building and three floors in high rise,,
The Load of lower floo ... |
|
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