| Author |
Message |
 Topic: Bridge Collapse Italy |
bijoyav
Replies: 3
Views: 3214
|
 Forum: Dams and Bridges Posted: Wed Aug 15, 2018 9:27 pm Subject: Bridge Collapse Italy |
This is just an information which needs more attention and learning
. The latest collapse of bride in Italy.
[COLOR=#6bbd45][FONT=Helmet, Freesans, Helvetica, Arial, sans-serif][HIGHLIGHT=#ffffff] ... |
| Topic: IS 16700:2017 - Monitoring of deformations |
bijoyav
Replies: 0
Views: 2118
|
Forum: E-conference on IS 16700 13th March to 18th March 2018 Posted: Sun Mar 18, 2018 8:07 am Subject: IS 16700:2017 - Monitoring of deformations |
The code suggests monitoring of deformations; due to (i) Earth Quake,
(ii) Wind and (iii) Foundation Settlement & Pressure measurement.
This section needs to be elaborated, to my opinion. Guid ... |
| Topic: Fourth day of Econf on IS 16700 |
bijoyav
Replies: 3
Views: 3837
|
Forum: E-conference on IS 16700 13th March to 18th March 2018 Posted: Fri Mar 16, 2018 6:38 am Subject: Fourth day of Econf on IS 16700 |
"NON STRUCTURAL ELEMENTS
10.1 DESIGN STRATEGY
NSEs shall be classified into three types depending on their
earthquake behavior, namely
1. Acceleration sensitive NSE
2. Deformation Sensit ... |
| Topic: Opening email for third day on Econference on IS 16700 |
bijoyav
Replies: 4
Views: 3838
|
Forum: E-conference on IS 16700 13th March to 18th March 2018 Posted: Thu Mar 15, 2018 6:19 am Subject: Opening email for third day on Econference on IS 16700 |
"8. STRUCTURAL DESIGN
8.1.2 STAIR CASE"
The code allows to built the staircase integral with the structural
system, even if not confined with structural walls, if modeled,
analyzed a ... |
| Topic: Opening email for third day on Econference on IS 16700 |
bijoyav
Replies: 4
Views: 3838
|
Forum: E-conference on IS 16700 13th March to 18th March 2018 Posted: Thu Mar 15, 2018 6:19 am Subject: Opening email for third day on Econference on IS 16700 |
"NON STRUCTURAL ELEMENTS
10.1 DESIGN STRATEGY
NSEs shall be classified into three types depending on their
earthquake behavior, namely
1. Acceleration sensitive NSE
2. Deformation Sensit ... |
| Topic: Opening email for third day on Econference on IS 16700 |
bijoyav
Replies: 4
Views: 3838
|
Forum: E-conference on IS 16700 13th March to 18th March 2018 Posted: Thu Mar 15, 2018 3:32 am Subject: Opening email for third day on Econference on IS 16700 |
FRAMED TUBE SYSTEM, TUBE IN TUBE SYSTEM, MULTIPLE TUBE SYSTEM
"8.7.3 Column spacing of framed tube shall preferably
be not more than 5 m."
It is well known that the lesser the column ... |
| Topic: Econf for RERA |
bijoyav
Replies: 124
Views: 71096
|
Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Tue May 30, 2017 10:00 am Subject: Econf for RERA |
National Building Code (NBC) has already addressed the issue already.
As per the NBC, for multi stories buildings and special buildings, the
application for permit has to be submitted in two stag ... |
| Topic: Econf for RERA |
bijoyav
Replies: 124
Views: 71096
|
Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Fri May 26, 2017 3:00 pm Subject: Econf for RERA |
Since RERA is related to buildings, we are limiting to buildings...
For infrastructure development, there are good mechanism to check structural design. Since, the owners of the buildings, whether it ... |
| Topic: Econf for RERA |
bijoyav
Replies: 124
Views: 71096
|
Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Fri May 26, 2017 9:00 am Subject: Econf for RERA |
To have any value for a certificate, it has to be in the format given
in NBC. After doing structural design, while submitting for permit, it
should be as in "ANNEX C
(Clause 12.2. FORM FOR C ... |
| Topic: Econf for RERA |
bijoyav
Replies: 124
Views: 71096
|
Forum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA) Posted: Wed May 24, 2017 9:00 am Subject: Econf for RERA |
Let me attach the two forms as given in the NBC relevant to structural
design to have a more creative discussion. One is structural design
sufficiency and the other is as executed at site.
On 24 ... |
| |
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