Question: Problem 2 ( Full credit = 2 pts ) : Design a wood beam using 4 dimensional lumber ( the width of the section
Problem Full credit pts: Design a wood beam using dimensional lumber the width of
the section is set as and you need to select the depth of the section to carry a uniform
distributed load of plf over a span. The lumber is No southern yellow pine SYP
where and adequately glued, screwed, and bolted. The
deflection requirement is
Deflection:
Shear stress: elfweight
Deflection: You should consider the beam's selfweight.
Hints:
Use the textbook Appendix for the geometric properties and selfweights dimensional
lumber sections. Use the geometric properties about the centroidal axis.
First select a lumber section based the bending stress with the uniform distributed load
only and without the beam's selfweight, and then perform bending, shear, and deflection
check with the sum the uniform distributed load and the selfweight uniform
distributed
Select other sections with
Add the selfweight the external uniform distributed load:
Bending stress: elfweight
Shear stress: elfweight
Deflection:
answers are in red please show how to get them.
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