What should be the nominal cross-sectional dimensions for the beam of least weight that supports a total uniformly distributed load of 12 kips on a simple span and consists of Hem Fir No. 1 grade? Consider only the limiting shear stress
What should be the nominal cross-sectional dimensions for the beam of least weight that supports a total uniformly distributed load of 12 kips on a simple span and consists of Hem Fir No. 1 grade? Consider only the limiting shear stress
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
What should be the nominal cross-sectional dimensions for
the beam of least weight that supports a total uniformly distributed load of
12 kips on a simple span and consists of Hem Fir No. 1 grade? Consider only
the limiting shear stress.
Expert Solution
Step 1:Calculating the area:
Calculating the area:
Fv=
Using the code, and refer table, reference design value for the visually graded lumber.
For the species and commercial grade of number 2, the value of shear is 170 psi.
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