Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 350
de somewhat less—say, 5^ inches. As a comparison with the foregoing results, it will be well to note 5-0 5-0 5-0 5-0 ±zzl 5-0 5-0 30-0 C/ear Fig. 255. the pitch as determined by the approximate method, using the distancebetween centers of gravity of flanges. At the ends, we have 60,000 33 = 1,820… … :*: ^■\ t.\ STEEL CONSTRUCTION 271 flange angles. The flange section is made up of two angles 4 x 4 x finch. The end shear is 42,000 pounds. Determine the pitch of rivetsby the approximate method. 3. Given a girder 42 feet long, loaded with a uniformly distrib-uted load of 7,000 pounds per linear…
Architecture · Building
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