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Title: odisha pwd analysis of rate 2013
Page Link: odisha pwd analysis of rate 2013 -
Posted By:
Created at: Monday 14th of July 2014 07:40:36 PM
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Dear Sir/Madem

I want the analysis of rate 2013 of odisha gov.please help me .

with thanks and regards

S Sunil Kumar Subudhi ....etc

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Title: Project Report IdeaData in Structural Steel Design Analysis
Page Link: Project Report IdeaData in Structural Steel Design Analysis -
Posted By: ssaste
Created at: Sunday 29th of August 2010 09:55:00 PM
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hey any one can suggest me new idea for my PG project in Structures.
I am insterted in Design and Analysis of Structural Steel.
Or any other current issue if you have some data releted to that, pls send ... ....etc

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Title: ANALYSIS OF STEEL SECTOR
Page Link: ANALYSIS OF STEEL SECTOR -
Posted By: projectsofme
Created at: Wednesday 13th of October 2010 12:38:22 PM
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ANALYSIS OF STEEL SECTOR

SECTORS DRIVING STEEL INDUSTRY
Being a core sector, steel industry tracks the overall economic growth in the long term. Also, steel demand, being derived from other sectors like automobiles, consumer durables and infrastructure, its fortune is dependent on the growth of these user industries 

BUDGET MEASURES
Increased focus on infrastructure development. IIFCL to refinance 60 per cent of commercial ba ....etc

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Title: Evaluation Of Mechanical Properties Of Mild Steel Plate Under Submerged Arc Welding
Page Link: Evaluation Of Mechanical Properties Of Mild Steel Plate Under Submerged Arc Welding -
Posted By: computer science topics
Created at: Tuesday 15th of June 2010 07:42:27 PM
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Abstract :

The case study project is significant since mild steel is used in structure, case hardening, gears, free cutting steels, shafting, forging etc. Mild steel plates were tested for mechanical properties like hardness, tensile strength, yield point etc. Later on the plates were joined by submerged arc welding and the mechanical properties were estimated again. Also weld ability, harden ability, tensile test etc. were conducted for the same result. ....etc

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Title: Fatigue Behaviour Of Steel Fibre Reinforced Concrete Beams
Page Link: Fatigue Behaviour Of Steel Fibre Reinforced Concrete Beams -
Posted By: computer science crazy
Created at: Tuesday 23rd of September 2008 03:00:53 AM
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Construction material subjected to repetitive or cyclic loading have to be qualified for their fatigue behaviour. Generally their behaviour is considered satisfactory if they withstand two million cycle of repetitive loading without distress or failure at that required mean stress level and range stress.
The recent research in reinforcing Portland cement based material with randomly distributed fibres was spurred by pioneering research or fibre reinforced concrete (FRC) conducted in the United state in the 1960s.The addition of fibre in the co ....etc

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Title: Fatigue Behaviour Of Steel Fibre Reinforced Concrete Beams
Page Link: Fatigue Behaviour Of Steel Fibre Reinforced Concrete Beams -
Posted By: computer science crazy
Created at: Wednesday 08th of April 2009 01:21:43 AM
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Construction material subjected to repetitive or cyclic loading have to be qualified for their fatigue behaviour. Generally their behaviour is considered satisfactory if they withstand two million cycle of repetitive loading without distress or failure at that required mean stress level and range stress.
The recent research in reinforcing Portland cement based material with randomly distributed fibres was spurred by pioneering research or fibre reinforced concrete (FRC) conducted in the United state in the 1960s.The addition of fibre in the co ....etc

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Title: Steel Company Modernization Project Report
Page Link: Steel Company Modernization Project Report -
Posted By: computer science technology
Created at: Tuesday 19th of January 2010 01:56:02 AM
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Steel Company Modernization Project Report

This is a Project Report of one month Summer Training Program held in a Steel Company which undergoes Modernization bcoz of the old age of existing plant.
Modernization consists of building a totally new plant to increase the production to 2.5 mtpa previously which is less than 1 mtpa.
In Modernization 15 different construction company of India and 3 companies from foreign involved with 0ne consultant company to built theses:-
Blast Furnace, Coke oven Battery: 02, by product p ....etc

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Title: schedule of rates 2013 odisha
Page Link: schedule of rates 2013 odisha -
Posted By:
Created at: Wednesday 07th of August 2013 11:11:51 PM
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Please enclose schedule of rate 2013 as pe the mail address [email protected] ....etc

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Title: Fire Behavior Of Steel Penetrating Concrete Wall
Page Link: Fire Behavior Of Steel Penetrating Concrete Wall -
Posted By: computer science crazy
Created at: Tuesday 23rd of September 2008 02:57:17 AM
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It is often desirable for structural steel members to pass through a fire wall
or common wall rather than being curtailed on each side of the wall. In such cases, the penetrating member will often be fire protected for a certain length on each side of the wall so as to minimise the possibility of fire spread through heat conduction and excessive temperature rise of the member on the unexposed side of the wall. This latter aspect is necessary to ensure that lateral restraint will continue to be provided to the top of the wall by the member on t ....etc

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Title: Fire Behavior Of Steel Penetrating Concrete Wall
Page Link: Fire Behavior Of Steel Penetrating Concrete Wall -
Posted By: computer science crazy
Created at: Wednesday 08th of April 2009 01:16:59 AM
ppt on fire behaviour of steel penetrating concrete wall, steel roof truss ppty, ca state fire training procedures, genetic behavior, behavior based interviewing techniques, fire behaviour of steel penetrating concrete wall, goal oriented behavior,
It is often desirable for structural steel members to pass through a fire wall
or common wall rather than being curtailed on each side of the wall. In such cases, the penetrating member will often be fire protected for a certain length on each side of the wall so as to minimise the possibility of fire spread through heat conduction and excessive temperature rise of the member on the unexposed side of the wall. This latter aspect is necessary to ensure that lateral restraint will continue to be provided to the top of the wall by the member on t ....etc

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