1) A statically determinate beam girder ABCD is overhanging at end is supported by pinned
joined at A and roller at C respectively as shown in Figure 2. The beam girder is
subjected to a series of concentrated moving loads across the whole beam girder of 7 m
span.
a. Using static equilibrium equation, draw the influence lines for the reactions at A and
C as well as shear force and bending moment at B. Indicate all important values.
b. Determine the maximum shear and moment at point B due to a series of concentrated
moving loads.
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