Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 220
w load stresses in this case cantherefore bo obtained from the permanent load stresses and nostress diagram for snow load need be drawn. In some cases, however, the apex loads due to snow at thevarious joints are not the same fractional part of the permanentload. This is the case if the roof is not… … fcb Fig. 28. but a separate stress diagram for the snow load must be drawn.Such diagrams are drawn like those for permanent dead load.29. Analysis for Wind Loads. Stresses due to wind press-ure cannot be computed fvom permanent load stresses; they canbe most easily determined by means of a stress…
Architecture · Building
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