03.08.2013 Views

index of the reports of the bridge and structures standards committee

index of the reports of the bridge and structures standards committee

index of the reports of the bridge and structures standards committee

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

INDEX OF THE REPORTS OF THE BRIDGE AND<br />

STRUCTURES STANDARDS COMMITTEE<br />

Sixty-eighth Meeting - December, 1994<br />

815 MG-BG Conversion - Modification to MGML open web girders for BG loading<br />

comprising <strong>of</strong> single/coupled WDM2 Locomotive with trailing load <strong>of</strong> BOXN<br />

wagons (7.59t/m) for a speed <strong>of</strong> 100 kmph utilizing released MGML open web<br />

girders <strong>of</strong> spans 30.5m <strong>and</strong> 45.7m.<br />

816 Use <strong>of</strong> released MGML Plate girders for BG Conversion.<br />

817 Design <strong>of</strong> Steel Passenger Platform Shelter for BG Way Side Stations.<br />

818 Modifications <strong>of</strong> provision <strong>of</strong> IRS Steel Bridge Code regarding intermediate<br />

Stiffeners, Horizontal Stiffeners <strong>and</strong> Load Bearing Stiffeners.<br />

819 Design <strong>of</strong> RC ballastless slabs up to 3.85m span for MBG-1987.<br />

820 Design <strong>of</strong> M-20 grade mass concrete piers <strong>of</strong> st<strong>and</strong>ard spans 6.1m to 30.5m<br />

<strong>and</strong> 30.5m to 76.2m conforming to MBG Loading -1987.<br />

821 Design <strong>of</strong> M-20 grade mass concrete abutments <strong>of</strong> st<strong>and</strong>ard spans 6.1m to<br />

30.5m <strong>and</strong> 30.5m to 75.2m conforming to MBG loading-1987.<br />

822 Design <strong>of</strong> 3.66m, 4.57m, <strong>and</strong> 6.1m precast prestressed concrete <strong>bridge</strong> slabs to<br />

MBG Loading-1987 suitable for gauge conversion with/without precast RCC bed<br />

block to be used in case <strong>of</strong> multiple spans.<br />

823 Design <strong>of</strong> RCC passenger platform shelter 9.45m wide.<br />

824 Design <strong>of</strong> RCC/PSC passenger platform shelter 10.67m wide with provision<br />

utilisation <strong>of</strong> space on first floor.<br />

825 Review <strong>of</strong> action taken on pending items <strong>of</strong> earlier BSC meetings.<br />

Informal-1 Provision <strong>of</strong> weep holes in earth retaining structure <strong>and</strong> RCC box culverts.<br />

Informal-2 Minimum grade <strong>of</strong> RCC <strong>and</strong> CC for construction.<br />

Informal-3 Slope Protection for Guide Bund on rear site <strong>and</strong> approach embankment.<br />

Extra-Ordinary Meeting - Nov. 1996<br />

826 To consider 2nd Revision <strong>of</strong> IRS Code <strong>of</strong> Practice for Plain Reinforced <strong>and</strong><br />

Prestressed Concrete for General Bridge Construction (Concrete Bridge Code).<br />

Sixty-ninth Meeting - January, 1998<br />

827 To examine <strong>the</strong> design <strong>of</strong> approach slab to MBG loading prepared by RDSO as<br />

per Drawing No. RDSO/B-1790&1791 <strong>and</strong> to make recommendations.<br />

828 T consider <strong>the</strong> speed restrictions followed by different Zonal Railways on<br />

temporary arrangements with CC Cribs <strong>and</strong> formulate guidelines for adoption <strong>of</strong><br />

uniform speed restriction on Indian Railways <strong>and</strong> to make recommendations.<br />

829 To consider <strong>the</strong> design <strong>of</strong> 45.1m Post- tensioned PSC girder <strong>and</strong> to make<br />

recommendations.<br />

830 To consider following modifications (I) Reduction in number <strong>of</strong> type <strong>of</strong> sleepers <strong>and</strong><br />

change in fixing arrangement <strong>of</strong> hook bolt. (ii) Use <strong>of</strong> thicker elastomeric pad.(iii)<br />

Use <strong>of</strong> ERC <strong>of</strong> limited toe load.<br />

831 To review <strong>the</strong> provision <strong>of</strong> clause 5.4 (c) <strong>of</strong> IRS Sub structure <strong>and</strong> foundation code-<br />

1985 regarding dynamic augment for RCC/ Steel Substructure.<br />

832 To examine <strong>the</strong> need for revision <strong>of</strong> IRS specification for febrication <strong>and</strong> erection <strong>of</strong><br />

steel girder (B1-79) <strong>and</strong> to nominate a sub <strong>committee</strong> for its revision.<br />

833 To examine <strong>the</strong> need for revision <strong>of</strong> IRS Welded Bridge Code <strong>and</strong> to nominate a<br />

sub <strong>committee</strong> for prepration <strong>of</strong> revised specification.<br />

834 To review <strong>the</strong> action taken on Railway Boards orders on various pending items <strong>of</strong><br />

BSC <strong>and</strong> to make recommendations.<br />

835 To consider that all <strong>the</strong> members <strong>of</strong> existing Bridges should be checked for 4<br />

million cycles additional clause to be added to existing clause 3.6.5 <strong>of</strong> Steel Bridge<br />

Code.<br />

Informal-1 To consider <strong>the</strong> need to have girder <strong>bridge</strong>s with ballasted PSC deck on Indian

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!