CM3505_Chapter_9_Homework_help

CM3505_Chapter_9_Homework_help - CM3505 Chapter 9 Homework...

Info iconThis preview shows pages 1–2. Sign up to view the full content.

View Full Document Right Arrow Icon
CM3505 Chapter 9 Homework Due Tuesday, November 21 Shaeffer Problems Ch9) 10, 12, 14 Find maximum deflection for the following: 1) Simple beam W16x31 L=30’ w = 1kip/ft over full length of beam 2) Simple beam W16x31 L=30’ P = 15 kips @ center 3) Simple beam W16x31 L=30’ w = 1kip/ft over full length and P = 15 kips @ center 4) Cantilever W16x31 L=15’ w = 1kip/ft over full length 5) Cantilever W16x31 L=15’ P = 15 kips @ free end 6) Cantilever W16x31 L=15’ w = 1kip/ft over full length and P = 15 kips @ free end For a bonus 5 pts. On a separate page For 2, 4 and 6 above: Find maximum bending stress and maximum horizontal shear stress. I have also posted problem 9-12 from the chapter 9 homework in order to help you get started. It is more complicated than the other two problems from the text. Notes for 9-10: This is much simpler than 9-12. W (capital) is the total load on beam tables (see back inside cover of text) w (lower case) is the load/unit length For 9-12 the formula for Δ
Background image of page 1

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

View Full DocumentRight Arrow Icon
Image of page 2
This is the end of the preview. Sign up to access the rest of the document.

This note was uploaded on 06/22/2009 for the course CM 3505 taught by Professor Hebert during the Spring '09 term at LSU.

Page1 / 2

CM3505_Chapter_9_Homework_help - CM3505 Chapter 9 Homework...

This preview shows document pages 1 - 2. Sign up to view the full document.

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