Compute the vertical deflection of point C for the cantilever beam shown in Figure Q3-A. Given...

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Compute the vertical deflection of point C for the cantilever beam shown in Figure Q3-A. Given I-500×106 mm¹, E-20 GPa. (Use the Complementary Virtual Work Method). [8 Marks] A w=8 kN/m -4 m- A w=3 kN/m B B 4 m- Figure Q3-A Compute the horizontal & vertical components of the deflection of point C for the frame shown in Figure Q3-B. Given I=240×106 mm¹, E-200 GPa. (Use the Complementary Virtual Work Method). [8 Marks] c/20 kN P=10 kN -4 m- Figure Q3-B C -4 m- Compute the vertical deflection of point C for the cantilever beam shown in Figure Q3-A. Given I-500×106 mm¹, E-20 GPa. (Use the Complementary Virtual Work Method). [8 Marks] A w=8 kN/m -4 m- A w=3 kN/m B B 4 m- Figure Q3-A Compute the horizontal & vertical components of the deflection of point C for the frame shown in Figure Q3-B. Given I=240×106 mm¹, E-200 GPa. (Use the Complementary Virtual Work Method). [8 Marks] c/20 kN P=10 kN -4 m- Figure Q3-B C -4 m-