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  Topic: Daily Digest Tue Dec 21 23:00:02 2004

Replies: 2
Views: 6497

PostForum: Past Discussions Year 2004   Posted: Wed Dec 29, 2004 7:05 am   Subject: Daily Digest Tue Dec 21 23:00:02 2004
For Blast resistant Design , as a pesonal view

i) Roomm should have RCC walls / ( Brick + RCC) walls

ii) Roof slab shall have Double mesh reinforcement ie Top & Bott

iii) Slab Reinf shal ...
  Topic: Some questions about concrete

Replies: 9
Views: 10411

PostForum: Past Discussions Year 2004   Posted: Wed Dec 29, 2004 6:46 am   Subject: Some questions about concrete
Dear kapish

Isolated Footings are economical vis -a - other type of footings /
Raft.However, since the structure is
located in Zone - 4 It is advisable to tie the isolated footigs at
foundatio ...
  Topic: SEFI] Stirrup Yielding

Replies: 0
Views: 3707

PostForum: Past Discussions Year 2004   Posted: Tue Dec 07, 2004 5:05 am   Subject: SEFI] Stirrup Yielding
Inadequte shear stirrups will cause yielding of shear reinf and cracks
appear in fom of Diagonal cracks on
the side faces of beam and gives little warning but since shear reinf is
mostly 8mm or 10 mm ...
  Topic: Is 456 - Earlier and now

Replies: 0
Views: 1498

PostForum: Past Discussions Year 2004   Posted: Wed Apr 21, 2004 6:05 am   Subject: Is 456 - Earlier and now
Dear Prasad

My views are as under :

For columns

The minimum Dia of stirrups to be used may be 6 mm
and i feel it is
a typing error but no Errata has been issued so far
in this connection
by BIS . ...
  Topic: Cracks & their strengthening

Replies: 0
Views: 1603

PostForum: Past Discussions Year 2004   Posted: Tue Apr 20, 2004 6:24 am   Subject: Cracks & their strengthening
Dear Structural Engineers / Consultants

Designing a new
structure of any form definately require experience and expertise .
But , I think ,
Strengthening and repairing an ill designed / badly cons ...
  Topic: Varied-structural consultancy

Replies: 0
Views: 1554

PostForum: Past Discussions Year 2004   Posted: Sat Mar 13, 2004 6:47 am   Subject: Varied-structural consultancy
Dear shri Abhyankar

I fully agree with u as the Field of
structural engg. Design is really very vast and one life is
is not sufficient to master all types of
structures .But i still feel that expe ...
  Topic: Edge footings at Property Line

Replies: 0
Views: 2973

PostForum: Past Discussions Year 2004   Posted: Thu Feb 26, 2004 11:18 am   Subject: Edge footings at Property Line
Dear Structural Engineers / consultants,

Footings at the edge of property line are very common. Where the plot size
is restricted column footings/wall footings fall at the edge of
property line.These ...
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