USING THREE-MOMENT EQUATRION
2. Analyze the bridge shown in the figure above. Using influence
diagrams, it has been determined that in order to produce the
maximum positive moment in Span 2, a uniform load, w must be loaded
fully in Spans 2 and 4. Determine the reactions at the pier
supports (assume abutments to be roller supports and piers to be
pin supports) and draw the shear and moment diagrams.
Assume:
w = 47 + 4 in kN/m =51
L = 47 + 8 in meters = 55
L1 = 47 + 3 in meters= 50
Using Three Moment Equatrion 2 Analyze The Bridge Shown In The Figure Above Using Influence Diagrams It Has Been Dete 1 (50.03 KiB) Viewed 47 times
analyze as continuous beam ELEVATION L L1 L L1 Span 1 Span 2 Span 3 Span 4 TU abutment pier
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