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Daily Digest Fri Jan 30 23:00:02 2004

 
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies.    www.sefindia.org Forum Index -> Past Discussions Year 2004
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rags99
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 5

PostPosted: Fri Jan 30, 2004 5:43 pm    Post subject: Daily Digest Fri Jan 30 23:00:02 2004 Reply with quote

casting the beam and slab monolithically is a better option.
Having any cold joints at the beam/slab interface should be
avoided.
the beams may be able to serve the purpose , but then if
there is no contunity between the beam and slab, the load
transfer will not be to the desired level.. and its
advisible to design the beam in a beam-slab condition as a
T-section, with an effective width!
Why would u want to cast the slab after 2-3 days? any
specific reason, or just a thought.
-regards
Raghu


: ----------------------------------------------------------
: From: ranna@bheltry.co.in
: Subject: more on QUALITY
OF CONCRETE
: Date: 30/01/04
: Time: 09:16:21
: ----------------------------------------------------------
: Dear Sir,
: It is better to cast the beam and slab at a time
monolithically
: If it can not be done, nothing wrong in doing the salb
casting separately,
: as slab and beam reinforcements are there for proper
anchorage and
: proper care is to be there in preparing the joints for
proper bond.
: Bonding chemicals like cerabond can also be applied at
joints for effetive bonding.
: r.annathurai
: bhel,trichy
:
: SRINEWAS@iocl.co.in wrote:
:
:  In a RCC framed structure, I would like to know the
following:-
:  1.The beams are designed with top and bottom
reinforcement.
:          The beams are casted leaving the top 100mm
for slab reinforcement.
:                  a. Is it safe to cast the slab after
2-3 days ?
:                  b. Would the beams serve the purpose
for which they are
:  designed ?
:
:  SRINEWAS
:  PROJECT MANAGER
:
:  
Structural Engineers Forum of India


:  

:  

:
:
: ----------------------------------------------------------
:
: ----------------------------------------------------------
: From: s_n_surya@yahoo.com
: Subject: Large
dia.(30m) RCC circular water    tanks
: Date: 30/01/04
: Time: 10:03:59
: ----------------------------------------------------------
: DEAR SIRS
: YOU HAD ANSWER IN YOUR QUESTION.MONEY NOW AND A NAME
: GONE LATTER OR ,ELSE DONOT BOTHER ABOUT THIS WORLD.
: BUT BE A PROFESSIONAL.WE NEED A OATH ; A CONSUMER
: FORUM AFFILIATION ,FOR OUR ACTIONS ,LIKE DOCTORS.
: BYE
: SURYA
: --- mishramk@hotmail.com wrote:
:  A general question related to the expansion joints?
:
:  If a client insists on getting a joint free
:  structure, for any purpose, (which otherwise would
:  have required one or more expansion joints as per
:  the common practice) AND he is ready to pay for it,
:  is there any lack of or restriction in, our
:  knowledge of designing such structure? Or
the
:  CODES, for any logical reasons, forbid us to do
:  this?
:
:  If the answers to above mentioned two questions are
:  in NO, then they answer everything on the
:  questions of expansion joints. If not I would be
:  obliged to hear the reasons/views of the
:  knowledgeable friends.
:
:  Someone please do respond to this one! I've seen
:  that people out there on this forum seems to be very
:  SERIOUS professionals who chose NOT to speak for or
:  against any light type (probably stupid) talks. OK,
:  I understand that we are here on BUSINESS but then
:  can't we  have a hearty laugh sometimes:)
:
:  With regards,
:
:  M.K.Mishra
:  New Delhi
:
:  [Putting in rebars, here and there, into various
:  shapes of concrete, after learning the
tricks of
:  it thru, Architects, Clients (including
their
:  distant relatives), Contractors and
even
:  Seniors]
:
:
:
:
:
:  
Structural Engineers Forum of India
:  

:  
:  
:  
:  
:
:
:
: __________________________________
:
:  
:  
:
:
: ----------------------------------------------------------
:
: ----------------------------------------------------------
: From: s_n_surya@yahoo.com
: Subject: Large dia.(30m) RCC
circular water tanks
: Date: 30/01/04
: Time: 10:06:27
: ----------------------------------------------------------
: daer sirs
: The answer is good ,but when tank is empty in hot
: season,it needs a protective coating out side
: surya
: --- hsnagle@vsnl.net wrote:
:  I THINK BY CATERING FOR TEMPERATURE STRESSES, U CAN
:  DESIGN THE TANK WITH
:  EXPANSION JOINT.
:
:  ONE MORE POIN IN THIS REGARD -
:  IF IT IS WATERTANK, YOU WILL NOT HAVE TEMPERATURE
:  VARIATION AS WATER IS IN
:  CLOSE VICINITY.
:   H.S.NAGLE(DINESH)
:

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PostPosted: Sat Jan 31, 2004 4:06 am    Post subject: Daily Digest Fri Jan 30 23:00:02 2004 Reply with quote

Dear All,

I agree with Mukesh Upadhyay and request the SIFY to accept the membership
fees so that this powerful platform can be very effective and usuful in long
run.

In case organizers feel the fees I proposed is less they can put up a
realistic figure which can take care of annual expenditure vis-a-vis income
through the membership.

Any more like minded members? please let all know your views!!


with warm regards,

Arvind
-----------------------------------------------------------------

Arvind Jaiswal,
Chief Consulting Engineer,
EON Designers, Architects, Consulting Engneers & Interior Designers,
35-B, Vasavi Colony, Behind Vikrampuri,
Secunderabad - 500 015
Tele fax 91 040 27847847 Ph. 91 040 27722618
Mobile 91 040 56640202
E-mail: eondes@sify.com; eondes2@yahoo.com

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