Find reactions and draw the shear force and bending moment diagrams for the beam below, showing all significant values. The beam section is constant throughout its length. Then use the moment area theorem to calculate the deflection at point C, providing the answer in mm. Sketch the deflected shape. Show all workings for full marks. 3.0 m. 50 kN + 7m Flanges and web 25 mm thick E = 200 kN/mm² B Not to scale 4.0 m II 200 mm 500 mm

Find reactions and draw the shear force and bending moment diagrams for the beam below, showing all significant values. The beam section is constant throughout its length. Then use the moment area theorem to calculate the deflection at point C, providing the answer in mm. Sketch the deflected shape. Show all workings for full marks. 3.0 m. 50 kN + 7m Flanges and web 25 mm thick E = 200 kN/mm² B Not to scale 4.0 m II 200 mm 500 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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