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.
Assume:
w = 7 + 4 in kN/m =11
L = 7 + 8 in meters = 15
L1 = 7 + 3 in meters= 10
analyze as continuous beam ELEVATION L L1 L L1 Span 1 Span 2 Span 3 Span 4 TU abutment pier
3. Analyze the same bridge with the uniform load, w fully loaded in spans 2 and 3. Determine the reactions and draw the
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3. Analyze the same bridge with the uniform load, w fully loaded in spans 2 and 3. Determine the reactions and draw the
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