180 kN 270 kN 3 m 3 m 3 m 21 E - constant - 200 GPa I - 420x10 mm The beam has an additional load of 24 kN/m in segment BC. Determine the deflection at B in mm. Indicate the direction of the deflection by putting a sign to your answer. (-) for downward deflection. no sign for upward deflection.
180 kN 270 kN 3 m 3 m 3 m 21 E - constant - 200 GPa I - 420x10 mm The beam has an additional load of 24 kN/m in segment BC. Determine the deflection at B in mm. Indicate the direction of the deflection by putting a sign to your answer. (-) for downward deflection. no sign for upward deflection.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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