Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 57
m tne left, -1,000X5 +3,000Xl=-2,000 foot-pounds;and when computed from the right, l,000xl0-3,000xl5 + 2,000xl3 + 2,000xl= + 2,000 foot-pounds.The bending moment at section a is -2,000 foot-pounds. Again, for section h, the algebraic sums of the moments of theforces arc:when computed from the left,… … < o Ul I-<o c KO CQ I <Z o f^uu Ui in (E > z< IT ] UJ iA- .^■/
Architecture · Building · Carpentry
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