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For the statically determinate beam shown in FIGURE 6, use Macauley's Method to calculate: 6.1 the deflection at C 6.2 the slope at C

 

For the statically determinate beam shown in FIGURE 6, use Macauley's Method to calculate: 6.1 the deflection at C 6.2 the slope at C (E = 200 GPa and Ixx = 28.9 x 106 mm4) %3D 30kN 40kN 24KN/m A IC D 9.6m 2.5m 1.5m 1.0m FIGURE 6

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