QUESTION 3 [25] Figure 2 below shows a fixed - end (encastre) beam. Using moment area method, derive a formula for the fixed - end moments generated at the supports A and B in terms of w and L, due to point loads applied at L/4 from each support w w Lies L/4 1/2 L/4 I Figure 2

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QUESTION 3 [25]
Figure 2 below shows a fixed - end (encastre) beam. Using moment area method,
derive a formula for the fixed

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