Structural Theory 2

A beam 12m. long is simply supported at the left end at a point 9m. from the left end. The beam carries a downward vertical load of 5 kN at the right end. Determine the deflection in millimeters at the free end. E=200 GPa, I= 50x10⁶ mm⁴

A 10m. long simple beam carries a symmetrical load that varies uniformly from zero at the left support to 12 kN/m/at the midspan. Determine the midspan deflection.

A propped beam having a span of 6m. carries a uniformly distributed load of 600 kN/m over a length of 2m. from the restrained end. Which of the following most nearly gives the moment in kN-m. at the fixed end.

A fixed-ended beam 4m. long carries a uniformly distributed load of 2 kN/m. over the middle 2 m. Which of the following most nearly gives the end moments in Newton meters.

A beam 10m. long is fully restrained at both ends. The beam carries a load that varies uniformly from zero at the left end to 10 kN/m at the right end. Which of the following most nearly gives the location of the maximum deflection from the left support in meters.