A Summary of Design Formulas for Beams Having Thin Webs in Diagonal Tension (1933)
NASA Technical Reports Server (NTRS) · leaf 5
te the forces in the tension flange and in the struts with a = 45°, the force in the cojnpression flange and the stress in the web with a = a1 = taif1 h. In general, such wide d spacing is very impractical and should be avoided unless strength is a minor consideration. the seusbai case o? a beam… … Figure 4
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