Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 54
uniform load of 500 pounds per foot(see example 4, Art. 37). • . 4. Figs, a^ 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. Fios. J are the corre-sponding shear diagrams. Take P and W equal to… … Figs. Sc5-le i=5000 lbs.Fig. 16. load P at the middle, and the second a uniform load W. }) are the corresponding shear diagrams. Take P and W equal to 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…
Architecture · Building · Carpentry
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