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 574
, i . h i ■ . II j . ■ li 1 M i i 1 . ■ i ■ ^/ r ■ ■ 1 M ■ 1 ! i 1 ■ . 1 1 1 i / . ; . • ■ . i , , . 1 ••!■ , , : 1 1 1 h M 1 1 ;<,!, ■ , .::,■,-.,! i , . 1 ( __ . ^—_ j , : . ^__ ^ -J L;;._^ ^ r ■ -- ■ - .-,. ^-. ^.-^ , ^.^-^ : i^ r !.■ . .1 ^ -J 1 i ■ ~i , , -.-... \ , _ _ 1 ._. _. _(■■•_ -^ 1… … Art. 85. CAST-IRON COLUMNS. 523 desired, the results are sufficiently extended to show closelywhat may be considered the proper ultimate values forhollow round cast-iron columns of full size. Table I. Diameter in Inches. Length in Area ofSection Lengthover Ultimate No. 1 Resistance Inches. Large…
Strength of materials · Building materials
Internet Archive · Library of Congress · Public Domain Mark 1.0. Free to use for anything.
