types of prestressed concrete ppt

We have around 50 topics of civil here, please find anyone of them, I will send you its document. Reinforced Concrete Columns Tensegrity Structures and their Application to Architecture. Concrete structure can be made with many different ways. Moreover, it is hard to quantify the seismic forces for designing purposes. In this case, we always round up. In addition to this, it doesnt contain any particle of sulfur and also not responsible for global warming due to the non-contribution of fossil fuels. It means falling off a building with the help of equipment and any other alternatives. The reinforced concrete has innumerable uses in construction. SIR,UR SITE IS LIKE A LIFE SAVER TO ME AND MY FRIENDS. by Moreover, it maintains precision and flexibility. ~ It should be structurally strong to withstand all types of loads. Im finding some civil engineering topic for my research paper work. Hence, we require 47 stirrups. PPT by G.S.Suresh Deen of Academic affairs,NIE College, Mysore. Prestressed Concrete Sleepers are designed to resist dynamic form of loading mainly. c. Itsinitial construction cost is high. It transfers the wheel load to subgrade by grain to grain mechanism. We've encountered a problem, please try again. The central core emerges at the peak and creates aspire. In ordinary reinforced cement concrete, compressive stresses are taken up by concrete and tensile stresses by steel alone. It is the component of a pervasive computing environment. Web Prestressed Concrete 5300 Reinforcing Bars, Reinforcing Details & Tolerances 5400 Concrete Containments, Modular Construction & Mass Concrete 5500 Durability, NDE & Masonry BMA Engineering, Inc. 5000 1 5200. It articulates with 6 bones: the ethmoid, the sphenoid, the two palatine bones, and the two maxillary bones.The middle ear is the region between the eardrum and the cochlea. So, an energy audit is the optimization of energy cost, pollution control, safety realms and also advises to improve the operating as well as maintenance practices of the system. Hello Vijaya, Your branch is quite different, could you please tell me the name of any topic related to your branch, then I will be able to provide you some seminar topics. ~ It should be waterproof enough to protect sub-grade soil. Youngs modulus (steel) = 2x10 5 N/mm 2. Eurocode 2 part 1-1: Design sir i want report and ppt of geopolymer building materials by synergetic utilization of industrial wastes, Hello Yash, happy to see you here, you seminar has been uploaded, please check it out , Thanks a lot Nandeesh J M, Guys like you always motivates us to do more helpful stuff , sir i want a report and ppt on building construction on water can you please help me sir. The worlds tallest structure is the Burj Khalifa tower which is rising 828 meters high over the deserts of Dubai. as well as document formating services. The concrete below the neutral axis is ignored since it is weak in tension. The area covered by this huge building is 2, 80,000 square meters which include an office, Giorgio Armani Hotel, and a residential area. There are various types of noise in buildings such as the vibration of huge parts, irregular flow of fluids, improper maintenance, transportation and roadways. please help me to do it mail meCivil engineering topics, We have taken your request Bindhya mam, it will be proceed soon. Very helpful. Moreover, it is economically best and rudimentary way out to make improvements in the economies. sir,I need 3 journals about pin foundation which are published after 2014.please reply if you have. PSG College of Technology 4. Steel Structure can withstand earthquake more effectively than concrete structure. WebfPRESTRESSING PRE- TENSIONING In Pre-tension, the tendons are tensioned against some abutments before the concrete is placed. Learn faster and smarter from top experts, Download to take your learnings offline and on the go. 10 - International tariffs (compilation, application), 14 - Commercial measures to be taken in order to develop passenger traffic, 17 - Commercial measures with regard to facilities to be provided in connection with passenger train services, 18 - Relations with other transport modes, 20 - International regulations and agreements, 21 - International tariffs (compilation, application), 25 - Measures to be taken to develop freight traffic, 26 - Packing and labelling of freight by the public, 27 - Relations with other transport modes - Use of containers and pallets, 3 - Finance, Accountancy, Costs, Statistics, 35 - Financial facilities granted to users, 41 - Passenger, baggage and express parcels traffic, 43 - Freight rolling stock - Characteristics, use and exchange, 44 - Passenger rolling stock : Characteristics, use and exchange, 45 - Train running and safety regulations, 46 - Service facilities provided in stations and on trains, 49 - Terminal cartage - Ancillary services and transhipment installations, 50 - General provisions concerning Way and Works, 56 - Various regulations concerning coaches and baggage vans, 57 - Various regulations concerning wagons - Types of wagons, 58 - Conventional marks and inscriptions on and in vehicles, 60 - General regulations concerning electric traction lines, 64 - General regulations governing various modes of traction, 65 - General regulations governing various modes of traction (continuation), 72 - Laying and maintenance of track (continuation), 87 - Electric traction permanent fixtures, 9 - Information, Technology, Miscellaneous, 91 - Remote data transmission and data processing, Habiss (Type 1) - Covered wagon with sliding walls, Hbbins (Type 2A) - Covered two-axle wagons with sliding walls, Hbbillns (Type 2B) - Covered two-axle wagons with sliding walls, Hbbins/Hbbillns - Covered two-axle wagons with sliding walls, Eaos (Type 1) - High-sided open wagons 571-2, Eanos (Type 2) - High-sided open wagons 571-2, Eaos - High-sided open wagons standardised 571-2, Shimmns (Type 1A) - Wagons for the conveyance of coiled metal, fitted with movable cover and loading cradles, Shimmns (Type 1B) - Wagons for the conveyance of coiled metal, fitted with movable cover and loading cradles, Sahimms (Type 2) - Wagons for the conveyance of coiled metal, fitted with movable cover and loading cradles, Falns (Type 1) - Wagon with gravity bulk-unloading facilities, both sides, low opening, no roof, Axles-boxes for coil spring suspension system, Axles-boxes for leaf spring suspension system, Components of high-sided open bogie wagons, A (A1-A188) - Electric Traction - Signalling and Telecommunications - Processing and Transmission of Data, A 103- Transmission of information through the trainline, A 110- Development of a device for the detection of wheel-flats of a certain size, A 118- Use of electronic components in signalling, A 122- Application of thyristors in railway technology: consequences and remedies, A 124- Automatic warning of track maintenance gangs, A 129- High power traction current collection at high speeds, A 145- Transmission of data to 9600 bits/s, A 155- Use of electronics in railway signalling, A 157- Interference in railway radio communications, A 158- Individual warning systems for personnel working on the track, A 159- Railway application of optical fibre communications, A 171- Calculation methods for determining interference with light current installations, A 175- Railway radio propagation, including aspects of transmission of safety information, A 186- Pantograph/overhead line interaction, A 1a- Calculation of catenary masts and foundations, A 1b- Section insulators for overhead equipments, A (A2-A99) - Electric Traction - Signalling and Telecommunications - Processing and Transmission of Data, A 2- Pantograph pans and contact strip materials, A 201- Harmonization of functional conditions of signalling systems, A 211- System for the detection of irregularities on running trains, A 25- Safety devices for track laid on concrete or steel sleepers, A 3- Behaviour of the pantographs and the overhead equipment at high speeds, A 31- Study of signalling relays with a view to obtaining the longest life in service having regard to their physical dimension, A 38- Disturbance caused in the supply and distribution network by electric traction systems, A 4- Shunting sensitivity of track circuits, A 46- Transmission of information between rail and motive power units, A 5- Insulated joints for track circuits, A 50- Protection of installations and electric motive power units against the effects of over-voltage, A 59- Influence of glazed frost and hoar frost on the installations and electric motive power units, A 69- Wear of contact strips and of the overhead equipment when using metallic or composite contact strips, A 73- Approach time equaliser for flashing light installations for level crossings, A 76- Data transmission by means of railway telephone circuits at speeds exceeding 600 bauds, A 78- The use of microwave for train control circuits, A 84- Behaviour of pantographs and the overhead equipment at speeds higher than 160 km/h, AZ - Seminars - Research Programs - Vienna Arsenal, AZ 12.03/1 - Visit of the UIC/ORE delegation of the joint 45c subcommittee on the occasion of the visit to the 'International Intermodal Expo 90' in Atlanta USA, AZ 12.03/2 - Functioning, maintenance and economic aspects of braking systems for freight trains in the 21st century, AZ 30 - Vienna-Arsenal vehicle testing station, AZ 32 - Electronics test station (Vienna-Arsenal), B (B10-B146) - Rolling Stock - Brakes- Diesel Engines - Running gear, B 10 - Constructional arrangements for improving the riding stability and the guiding quality of electric and diesel locomotives and vehicles, B 100 - Winter-resistant motive power units, B 104 - Noise abatement on diesel locomotives, B 106.1 - Standardization of coach wheelsets, B 106.3 - Pressure-tightness and stresses, B 106.4 - Improvement of passenger safety in the event of collision development of methods for the interior fitting-out of coaches, B 107 - Unification of air-conditioning and heating installations, B 108 - Unification of air-conditioning and electrical equipment in coaches, B 108.2 - Energy supply for coaches from diesel locomotives, B 108.3 - Transmission of information in the train by a central data line, B 109 - Unloading of self-discharging wagons in winter conditions, B 112 - Standardisation of transcontainers and transcontainer wagons, B 114 - Study of a plasma torch for improving adhesion, B 125 - Running safety of vehicles fitted with the automatic coupler, B 126.2 - Assessment of brakes for individual wagons and groups of wagons, B 127 - Distribution of the temperature in ice cooled or mechanically refrigerated vehicles, B 13 - Acceptance testing and maintenance of diesel engines, B 131 - Influence of the transverse play of the suspension system on the riding quality of 2-axled wagons, B 132 - Programme of tests on the brake rig, B 134 - Modern suspension system for two-axled wagons, B 136 - Wheelsets with assembled axleboxes: design, maintenance and standardisation, B 140 - Non-polluting sanitary installations, B 142 - Conditions which should be complied with by wagon components for 22 t axle-load, B 146 - Standardisation of the material for cast-iron brake blocks, B (B153-B49) - Rolling Stock - Brakes- Diesel Engines - Running gear, B 153 - Application of the ISO 2631 standard to railway vehicles, B 164 - Adhesion during braking, and anti-skid devices, B 165 - Dynamic resistance of drivers' cabs to frontal impacts, B 166 - Fault diagnostics for and on trains, B 169.4 - Analysis of international reports on block-braked monobloc wheels, B 169.5 - Increasing axle loads beyond 22.5 t for wheels with a diameter of 920 mm, B 176 - Bogies with steered or steering wheelsets, B 177 - Problems connected with the braking and dynamics of goods trains up to 700 m long, operated using the P-brake position, B 177.1 - Risk of derailment due to high longitudinal compressive forces in goods trains up to 700 m long, operated using the P-brake position, B 177.4 - Computer program relating to the longitudinal dynamics of trains, B 177.5 - Derailment risk from high longitudinal compressive forces for freight trains with screw couplings and with automatic draw-only couplers, B 180 - System for overriding the emergency brake, B 203 - Transmission of information in the train by a central data line, B 205.1 - Analysis of collision accidents, B 207 - Effects of vibrations on passengers and drivers.

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