The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 568
Fig. 12. Fig. 13. These results are all satisfactory and show that norevision of the section as given in Fig. 11 is needed. The end details and latticing shown in Figs. 12 and 13 … Art. 84.] COMPLETE DESIGN OF PIN-END STEEL COLUMNS. 519 remain to be considered. The following data will berequired: Thickness of channel web =-43 inch. Allowed shearing on rivets and pins = io,cco lbs. per sq. in. Allowed bearing on rivets and pins.. = 20,coo lbs. per sq. in. Diameter of rivets =|…
Strength of materials · Building materials
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