Greene, Charles E[zra] 1842- [from old catalog], Greene, Albert Emerson. [from old catalog] · Ann Arbor, Mich., Printed for the author · leaf 244
= ^ X 62.5 X 14.14(60 —f X 14. 14 X 0.707) =3 23,567 lbs. per ft. = 1,964 lbs. per in. ofjoint. Tension do. at C = ^ X 62.5 x 28.3(60 — |- x 28.3 x0.707) = 41,242 lbs. per ft. = 3,437 lbs. per in. of joint. v =\ X 62.5 X 20(60 —f X 20) = 29,167 lbs. per ft. of girder. Asthe horizontal component… … 240. Tank With Spherical Bottom. water tank, of radius r, has a seg-mental spherical bottom, of radius r\subtending a central angle of 2 a,Fig. 93, the versed sine D E will ber\\ — cos a). Sin y = r ^ r.Let the depth of water at the centreD be h. The tension per iinit of lengthon any radial or…
Mechanics, Applied · Strength of materials
Internet Archive · Library of Congress · Public Domain Mark 1.0. Free to use for anything.
