. The strength of materials; a text-book for engineers and architects. ^).. Fig. 146. Effect of Keyways upon the Torsion of a CircularShaft.—Professor H. F. ^Nloore of Illinois University hasgiven the following results of experimental investigationsupon shafts with kejwa}^ grooves cut in them. Strength of cut shaft _ 26 lid Strength of uncut shaft D D Angle of torsion of cut shaft _ , *46 , 7d Angle of torsion of uncut shaft D D TORSION AND TWISTING OF SHAFTS 335 oooooooooooooooooooooooooooo ^ y^ r-. in —1 iri ?—, »n ?—j in <—i i_o ri O C^ ^ O -* O :/s ^ •>4 -^ ,—(.—lF-(,—((7s|(M(?-]CNC0
. The strength of materials; a text-book for engineers and architects. ^).. Fig. 146. Effect of Keyways upon the Torsion of a CircularShaft.—Professor H. F. ^Nloore of Illinois University hasgiven the following results of experimental investigationsupon shafts with kejwa}^ grooves cut in them. Strength of cut shaft _ 26 lid Strength of uncut shaft D D Angle of torsion of cut shaft _ , *46 , 7d Angle of torsion of uncut shaft D D TORSION AND TWISTING OF SHAFTS 335 oooooooooooooooooooooooooooo ^ y^ r-. in —1 iri ?—, »n ?—j in <—i i_o ri O C^ ^ O -* O :/s ^ •>4 -^ ,—(.—lF-(,—((7s|(M(?-]CNC0C0CQC0***-^OO>-HI>.(Ma0^O»0OOCN^i-H,—li—li—li—(1—li—It—lr-l(M(MC^CMCOCOCOCCrJ<Tl<tlTt<lO r—(i—ti—li—li-Hr—li—li—Ir-Hf—((NCMCSIC^lGNlCOCOfSCO^^ c^ o c; r- o ^ CM 8aoI;^nIOA^^J; o o o c: -+ csi I^- CO QO CO Ci rt<(M CO CO -* ?<* O
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Keywords: ., bookcentury1900, bookdecade1910, bookpublishernewyorkdvannostran
