Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 56
d of 500 pounds per foot(see example 4, Art. 37). 4. Figs. «, cases 1 and 2, Table B (page 55), represent twocantilever beams, the first bearing a concentrated load P at the freeend, and the second a uniform load W. Figs, h are the corre-sponding shear diagrams. Take P and W equal to 1,000… … Sca-le i=5ooolbs.Fig. 16. load P at the middle, and the second a uniform load W. Figs.h are the corresponding shear diagrams. Take P and W equalto 1,000 pounds, and satisfy yourself that they are correct. 39. Maximum Shear. It is sometimes desirable to knowthe greatest or maximum value of the shear…
Architecture · Building
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