CM3505_Chapter_9_Homework_help

# CM3505_Chapter_9_Homework_help - CM3505 Chapter 9 Homework...

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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

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

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CM3505_Chapter_9_Homework_help - CM3505 Chapter 9 Homework...

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