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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 559

An illustration from The elasticity and resistance of the materials of engineering, 1915, leaf 559
strengthenthe detail. The jaws form short columns whose lengthsshould be taken from the centre of the pin hole to the lastcentre line of rivets in the body of the column back of the 5 TO LONG COLUMNS. [Ch. X. cut in the angle or in the flange of the channel. Thislength indicated by / is shown in… … Fig. 7. resisting capacities of this particular detail, but those whichhave been made form the basis of the following formulafor medium steel columns. Obviously there will usually Art. 84.] COMPLETE DESIGN OF PIN-END STEEL COLUMNS. 511 be at least two jaws at the end of each column. The widthof the…

Strength of materials · Building materials

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