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

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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

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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 1
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 1 (91.82 KiB) Viewed 51 times
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.
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