| Author |
Message |
 Topic: Shear design of wall due to gravity load only as per IS 456 |
ddrrgsti
Replies: 3
Views: 3132
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 Forum: SEFI General Discussion Posted: Fri Jan 25, 2013 4:16 am Subject: shear design procedure for plain RC wall with the example as |
Kindly explain the shear design procedure for plain RC wall with the example as per the IS 456 2000 clause 32.4.
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| Topic: Shear design of wall due to gravity load only as per IS 456 |
ddrrgsti
Replies: 3
Views: 3132
|
Forum: SEFI General Discussion Posted: Wed Jan 23, 2013 7:12 am Subject: Shear design of wall due to gravity load only as per IS 456 |
i need to know the Shear wall deasign (non seismic design, due to gravity load only)procedure as per the IS 456 2000 clause 32.4.
(1) i have doubt in calculation of Pw & Tcw.
(2) also when t ... |
| Topic: Time period formula |
ddrrgsti
Replies: 1
Views: 4979
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Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Thu Nov 29, 2012 5:10 am Subject: Time period formula |
As per the IS 1893 clause 7.6.1 for calculation of Time period it is mentioned that
h = Height of building in m.
my doubt is that h is measured from the ground level or from the plinth beam top or f ... |
| Topic: Acceptance criteria of concrete strength |
ddrrgsti
Replies: 0
Views: 3882
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Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Thu Nov 29, 2012 5:09 am Subject: Acceptance criteria of concrete strength |
As per the IS 456 Clause 6.1.1, characteristic strength is defined as the strength of materila below which not more than 5 % of the test results are expected to fall.
here 5% of which test results me ... |
| Topic: Regarding Tender |
ddrrgsti
Replies: 5
Views: 3614
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Forum: SEFI General Discussion Posted: Mon Jan 02, 2012 8:15 am Subject: Regarding Tender |
| Please advise us which terms & conditions are requiredto include for preparing the tender documents (Technical specification, Specialconditions & scope of work)for appointment of new contracto ... |
| Topic: Expansion joints in buildings |
ddrrgsti
Replies: 2
Views: 2995
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Forum: SEFI General Discussion Posted: Mon Jan 02, 2012 8:13 am Subject: Expansion joints in buildings |
| Our fabrication block of RCC upto 10m height & above 10m steel structure has 3 bay & size of bay is (Width =24m+24m+36m) & (length = 192m). so in this as per IS 456 expansion joint will co ... |
| Topic: why layer of Sand required below Foundation PCC |
ddrrgsti
Replies: 2
Views: 2874
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Forum: SEFI General Discussion Posted: Mon Oct 17, 2011 1:54 pm Subject: why layer of Sand required below Foundation PCC |
why layer of Sand required below Foundation PCC & what is function of sand below foundation & how load transfer through it.
how the sand will stable below PCC. because it may get disturb by ... |
| Topic: wat is diference btwn Living Area, carpet Area & Plinth |
ddrrgsti
Replies: 4
Views: 8111
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Forum: SEFI General Discussion Posted: Thu Oct 13, 2011 8:39 am Subject: wat is diference btwn Living Area, carpet Area & Plinth |
Please tell the Definition & differecnce between Living Area, carpet Area & Plinth area, built up area, super built up area, floor area, covered area.
also suggest for calculating the above a ... |
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