Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 222
3looltos Tles-ctionx for wind right,6o5olbs. Rce>.ctiori for wind left,955onos. (a.) Rea.ction wind left,378o Itst P•• right, 638o 1 Stress Dicgre^TOfor wind right. Stress Dia.gra.rnA \ for wind left. … CDP Fig. 29. FE (6,250 pounds compression) represents the stress \i\fe.Since EG = 0, the wind produces no stress in member ge. At joint (5) three members are connected together and thereis no load. The sides of the polygon for the joint must be parallel 179 46 STATICS to the members joined there.…
Architecture · Building
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