The Influence of the Form of a Wooden Beam on Its Stiffness and Strength II : Form Factors of Beams Subjected to Transverse Loading Only (1924)
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9 FOEM FACTORS OF BEAMS SUBJECTED TO TRANSVERSE LOADING ONLY. … Curve B ' Curve A Empiricol re la Hons. k = Ratio of curve A area SITKA SPRUCE above horizontai repre- Area represents senting given flonge-depthi BOX BEAt^ supporting abi/ify of ratio, to toiol curve A area. recfangu/or beam. Span 6 ft Third-point loading. S 0 4600 .8 .6 .4^, .8 , _ 50 100% 4200,…
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