11. Determine the displacements and rotation at B for the frame in Figure P4.11. Take E=210 kN/mm², 1 = 20 x 10 m' and A
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11. Determine the displacements and rotation at B for the frame in Figure P4.11. Take E=210 kN/mm², 1 = 20 x 10 m' and A
11. Determine the displacements and rotation at B for the frame in Figure P4.11. Take E=210 kN/mm², 1 = 20 x 10 m' and A = 0.015 x 10 m² for member AB and E = 200 kN/mm², 1 = 40 x 10 m' and A = 0.02 10m². Then, draw the bending moment diagram for the frame. = m 6 kN B 1 4 m 2 m 3 m + Figure P4.11
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