analyze as continuous beam ELEVATION L L1 L L1 Span 1 Span 2 Span 3 Span 4 H abutment pier w=5kN/m L=9meters L1=4meters
Posted: Tue Apr 26, 2022 1:09 pm
analyze as continuous beam ELEVATION L L1 L L1 Span 1 Span 2 Span 3 Span 4 H abutment pier w=5kN/m L=9meters L1=4meters 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.