Question: Find the least weight section that can be used for a simple span of 1 8 ft with a total uniformly distributed load of 1

Find the least weight section that can be used for a simple span of 18 ft with a total uniformly distributed load of 10 kips. Check bending, shear, deflection and find the required bearing length to support the beam. Only check deflection for TL, DTL = L/240. Use Douglas Fir-Larch No 1 grade, assume the load includes the weight of the beam.
Find the least weight section that can be used

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