Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 108
m shear at the ends, or 50,976pounds. Applying Equation 15, we have, since d — x ^ .85 d = 17inches V 50.796 V = . .. _—. = ^o w -ij = 249 pounds per square inch. As already discussed in previous cases, the ends of the beam mustbe reinforced against diagonal tension, since the above value of v… … ,*^*^^
Architecture · Building · Carpentry
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