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  Topic: Daily Digest Mon Feb 23 23:00:02 2004
rags99

Replies: 0
Views: 1441

PostForum: Past Discussions Year 2004   Posted: Mon Feb 23, 2004 5:45 pm   Subject: Daily Digest Mon Feb 23 23:00:02 2004
Only the slump test should never be considered for rejecting
a batch/truckload of concrete mix.
Slump is more a measure of concrete workability in the
field. If at arrival the first slump test results ...
  Topic: Daily Digest Fri Jan 30 23:00:02 2004
rags99

Replies: 1
Views: 1860

PostForum: Past Discussions Year 2004   Posted: Fri Jan 30, 2004 5:43 pm   Subject: Daily Digest Fri Jan 30 23:00:02 2004
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 c ...
  Topic: Daily Digest Fri Jan 16 23:00:03 2004
rags99

Replies: 0
Views: 1608

PostForum: Past Discussions Year 2004   Posted: Fri Jan 16, 2004 6:02 pm   Subject: Daily Digest Fri Jan 16 23:00:03 2004
since the exact footing layout is not known. May i suggest a
few alternatives.
1.) U can provide a combined
footing(rectangulae/trapeziodal), the col on the edge of the
property line can be provided w ...
  Topic: Daily Digest Mon Jan 12 23:00:02 2004
rags99

Replies: 0
Views: 1585

PostForum: Past Discussions Year 2004   Posted: Mon Jan 12, 2004 5:45 pm   Subject: Daily Digest Mon Jan 12 23:00:02 2004
Just Vc

Posted via Email
  Topic: Daily Digest Tue Jan 6 23:00:01 2004
rags99

Replies: 0
Views: 1676

PostForum: Past Discussions Year 2004   Posted: Tue Jan 06, 2004 5:52 pm   Subject: Daily Digest Tue Jan 6 23:00:01 2004
hello Mr.Mukesh updhaya,
Does ur question refer to the longitudinal reinf. in the
compr. zone! If so, how can longitudinal reinf.
increase(contribute to) the shear capaciy of the beam?
- i suppose the ...
 
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