uniform load w=10
9m analyze as continuous ELEVATION beam 14m T4m 9m Span 1 Span 2 Span 3 Span 4 abutment pier USING THREE-MOMENT EQUATION: 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.
9m analyze as continuous ELEVATION beam 14m T4m 9m Span 1 Span 2 Span 3 Span 4 abutment pier USING THREE-MOMENT EQUATION
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9m analyze as continuous ELEVATION beam 14m T4m 9m Span 1 Span 2 Span 3 Span 4 abutment pier USING THREE-MOMENT EQUATION
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