Beam_solutions

Beam_solutions - Sketch the shear and moment diagrams for...

Info iconThis preview shows pages 1–15. Sign up to view the full content.

View Full Document Right Arrow Icon
Background image of page 1

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 2
Background image of page 3

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 4
Background image of page 5

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 6
Background image of page 7

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 8
Background image of page 9

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Background image of page 10
Background image of page 11

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
Sketch the shear and moment diagrams for the cantilever beam loaded a shown. Label all key values and show necessary calculations for points on both curves to receive full credit. Clearly indicate whether each section is straight or curved.
Background image of page 12
A beam made of thin layers glued together is loaded to produce the internal shear and bending moments shown in the diagrams below. Determine the shear stress and bending stress in the beam at a point 20 mm from the top of the beam at x = 2 m. Be sure to indicate if the bending stress is tensile or compressive.
Background image of page 13

Info iconThis preview has intentionally blurred sections. Sign up to view the full version.

View Full DocumentRight Arrow Icon
For the simply supported aluminum beam loaded as shown, determine the deflection of the beam at B. The area moment of inertia about the neutral axis is 0.288 in 4 . Indicate whether this deflection is up or down. NOTE: To save time, the pin and roller reactions are given.
Background image of page 14
4.1 For the beam shown, list ALL the boundary conditions you must use to solve for the support reactions. Note, use only the number of spaces provided below that you need to
Background image of page 15
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 04/14/2008 for the course E MCH 213 taught by Professor Lewisdean during the Spring '08 term at Penn State.

Page1 / 15

Beam_solutions - Sketch the shear and moment diagrams for...

This preview shows document pages 1 - 15. Sign up to view the full document.

View Full Document Right Arrow Icon
Ask a homework question - tutors are online