#solidmechy conclusion

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  • 8/19/2019 #SolidMechy Conclusion

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    LITERATURE REVIEW

    Reference

    In completing the project, we did a lot of calculations regarding the resultant force

    and resultant couple of solid mechanics. Therefore, we have made a lot of reference

    especially to ‘R.C Hibbelers !ngineering "echanics # "echanics of "aterials

    $ne of the areas where solid mechanics is potrayed in the project is beam loading.

    The loads on a beam can be point loads, distributed loads, or varying loads. There can also be

     point moments on the beam. In our design, we placed the loads on top of the bridge. Hence,

    our modelled%bridge is subjected to distribution loads. The force is distributed evely along the

    whole lenght of the bridge. $ur objective is to determine the ma&imum amount of loads that

    our design can hold before failure occur. 't the same time, we are to design the lightest

     bridge.

    'n engineering truss is essentially a type of frame designed to transmit loads in

    structures to the supports. In this way the static loads (mass), and live loads (traffic, wind)

    can be transmitted safely to the piers and abutments, which in turn transfer the loads to the

    ground. Trusses were usually made of timber, iron, or steel. They are not as common as they

    used to be because modern bridges tend to be steel bo& girder, post%stressed concrete, or 

    cable%stayed structures. ' typical truss is made up of members that are joined together to

    form triangular sections. "embers of a truss may be in tension, compression, bending or 

    shear. There are a number of different ways in which members can be arranged to form a

    truss, and over the years different arrangements have been assigned different names for ease

    of identification. Truss types include the *attice truss, the "c+onald truss, the 'llan truss,

    the ratt truss, the -hipple truss, the truss, and the -arren truss.

    In our construction, we design a bridge that is made of -arren and truss and each

    member are joined firmly by wood glue. +uring our testing, it can be seen that our modeled%

     bridge can hold to a ma&imum load of /0.12 3g while the weight of our bridge is 4.566 3g.

    Thus, the performance rating calculated is 07. This shows that the bridge can withstand or 

    carry 07 times amount of force of its overall weight.

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