analyze as continuous beam ELEVATION L L1 L L1 Span Span 2 Span 3 Span 4 H W abutment pier w = 4kN/m L = 8meters L1 = 3
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analyze as continuous beam ELEVATION L L1 L L1 Span Span 2 Span 3 Span 4 H W abutment pier w = 4kN/m L = 8meters L1 = 3
analyze as continuous beam ELEVATION L L1 L L1 Span Span 2 Span 3 Span 4 H W abutment pier w = 4kN/m L = 8meters L1 = 3 meters USING THREE-MOMENT EQUATION: 3. Analyze the same bridge with the uniform load, w fully loaded in spans 2 and 3. Determine the reactions and draw the shear and moment diagrams.
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