The continuous beam is loaded as shown in the figure. The supports at A is hinged, C and E are fixed. Use Slope-Deflection in determining the angular rotations, end moments and reaction at the given supports of the given frame. E = 210 GPa and l=100x106 mm4 60 kN 20 kN/m B 15 kN/m D 2m 5.5m 4.5m 4m
The continuous beam is loaded as shown in the figure. The supports at A is hinged, C and E are fixed. Use Slope-Deflection in determining the angular rotations, end moments and reaction at the given supports of the given frame. E = 210 GPa and l=100x106 mm4 60 kN 20 kN/m B 15 kN/m D 2m 5.5m 4.5m 4m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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