Determine the slopes and deflections at points B and D of the beam shown. Using PARTIAL DERIVATIVE method A 37 kN/m ▬▬▬▬▬▬▬▬ -5m- B Hinge 155 kN 2.5 m2.5 m El=constant E = 200 GPa /= 146 x 106 mm D
Determine the slopes and deflections at points B and D of the beam shown. Using PARTIAL DERIVATIVE method A 37 kN/m ▬▬▬▬▬▬▬▬ -5m- B Hinge 155 kN 2.5 m2.5 m El=constant E = 200 GPa /= 146 x 106 mm D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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VIEWStep 5: Calculation of deflection at D
VIEWStep 6: Calculation of reaction for slope at B
VIEWStep 7: Calculation of Slope at B
VIEWStep 8: Calculation of reaction for slope at D
VIEWStep 9: Calculation of Slope at D
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