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  3. p kips consider a 2quot x 4quot x 8 s4s...

Question: p kips consider a 2quot x 4quot x 8 s4s...

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P-? kips Consider a 2 x 4 x 8 S4S structural lumber (see page 405 for section properties). It is loaded as a column (parallel to the grain of the wood). E= 1,700,000 psi. The maximum allowable compressive stress parallel to a. What is the maximum allowable axial load without b. If the member is supported at the midpoint for the the grain is 600 psi. considering buckling? Part b supports weak axis and unsupported along the strong axis, what is the maximum buckling load? (Note: you must check both the weak and the strong axis)

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