Question: ( ref: section 1 ) Derive: 2 . For 2 6 LB 2 0 , L = 1 8 , at maximum load that the
ref: section
Derive:
For LB L at maximum load that the design guide allows. See L beams in chapter See earlier pages in the code for definition of the strand pattern and ys Do two load cases: DL then Total Load. You may not need SD but if you do: of the applied load is superimposed dead load, ~ LL
Find the stresses midspan only using
a Basic Statics Concepts
b CLine Method
c Load Balancing
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