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1 CE302: Civil and Structural Design-I A-1 Assignment 1 Roof Truss The truss to be designed is to support a roof which is only accessible for nominal maintenance and repair. The truss is l m span with 15˚ pitch. The dimensions of the truss are shown in the figure below. All of the joints are assumed to be pinned in the analysis and therefore only axial forces are carried by members. 15˚ 30˚ A C E F B G D l l l l = ∑ ℎ 10

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  • 1CE302: Civil and Structural Design-I A-1

    Assignment 1

    Roof Truss

    The truss to be designed is to support a roof which is only accessible for nominal

    maintenance and repair. The truss is l m span with 15 pitch. The dimensions of the

    truss are shown in the figure below. All of the joints are assumed to be pinned in the

    analysis and therefore only axial forces are carried by members.

    15 30

    A C E F

    B G

    D

    l l l l

    =

    10

  • 2CE302: Civil and Structural Design-I ST-L1

    Assignment 1 cont..

    The group coursework must be submitted by 4.30 p.m. on 10th April 2015 to

    Mr. Chathuranga.

    Check whether the proposed sizes for the top chord, bottom chord, and

    selected web members are sufficient to withstand the design forces. Explain why you select the particular web members (e.g. highest forces or longest member)

    If the proposed size is found to be inadequate you are not expected to carry out a further

    analysis.

    Select a joint (It is not necessary that the joint includes the member you

    checked above) and show how the member can be connected using bolts

    and welds separately.

    Check the adequacy of the bolts and welds that you have proposed above.

  • 3CE302: Civil and Structural Design-I ST-L1

    Assignment 1 cont..

    The assignment must contain the following information

    Cover page - includes name and index numbers of members

    Design data member layout, loading etc., proposed sizes

    Calculations to check the adequacy of proposed sizes for selected

    members

    Calculation to check the adequacy of typical connection/s

    Layout drawing indicating relevant information

    Details of connection/s drawn to scale