Prevodi Uz Predavanje 6

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  • 8/12/2019 Prevodi Uz Predavanje 6

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    Graevinarstvo EN

    Tekst za prevod uz predavanje 6.

    1. The overall quality of many of our bridges leaves much to be desired. In spite of all

    technological and scientific progress, especially the predominating medium size

    bridges tend to be all alike: monotonous girders, rarely reflecting their natural or

    urban environment. Structural designers must resume their cultural responsibility for

    a creative conceptual design and apply all their knoledge and fantasy in adding

    more variety to bridge design.

    !. "earings are structural assemblies installed to secure the safe transfer of all

    reactions from the superstructure to the substructure. They must fulfill to basic

    requirements. They must spread the reactions over adequate areas of the

    substructure and they must be capable of adapting to elastic, thermal and other

    deformations of the superstructure ithout generating harmful forces.

    #. $antilever is a beam supported at one end and carrying a load at the free

    e%tremity or the load is distributed evenly all along the e%posed portion. The upper

    half of the beam depth is e%posed to tensile stress and the bottom half to

    compressive stress.

    &. 'osi kablovi u dve ravni, dva pilona, (elik, beton) lu(ne konstrukci*e od armiranog i

    prethodno napregnutog betona) re+etkasta (eli(na konstrukci*a) dva para (eli(nih

    lukova ispun*ena betonom) kosi kablovi u *edno* ravni harfa, dva pilona) kosi

    kablovi sa *ednim pilonom, (eli(na konstrukci*a) dva pilona na sredn*em delu sa

    kosim kablovima.

    -. NIGHT WORK AT NORTH END OF GOLDEN GATE BRIDGE

    ROADWAY SURFACE GRINDING ON JANUARY 23, 24, and 25

    BRIDGE REMAINS OPEN TO TRAFFIC WITH LANE DIVERSIONS THROUGH

    THE CONSTRUCTION AREA

    s part of /olden /ate "ridge Seismic 0etrofit $onstruction ro*ect hase # and in

    preparation for the replacement of appro%imately #22 feet of /olden /ate "ridge

    roaday at the north end of the span, appro%imately to inches of the e%isting

    asphalt surface hich is located on top of the e%isting concrete surface belo, ill be

    removed through a grinding process over three nights on 3anuary !#, !&, !-.

    fter the grinding of a given section is completed, there ill be a minor but noticeable

    taper don to the ground area from the unground roaday and then a taper back up

    to the unground roaday. 4e do not anticipate a bump per se but motorists ill be

    able to feel the transition. 4e have installed signs at the ork location at the

    sidealk level to assist in informing the travelling public not to change lanes through

    this area. Shortly after the asphalt is removed, the actual roaday reconstruction ill

    occur at night ith similar lane diversions thru the construction area.

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