Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 102
tants on the supports. In making this substitution, a bendingmoment diagram must be added as shown, the maximum ordinate ofwhich is equal to the horizontal force of 0*525 ton multiplied by thevertical distance to junction of collar and rafter = 4 ft. X 0*525 ton =2-1 ton-ft. The final case will be… … ■525 525^ Sa Azii!,
Building · Structural analysis (Engineering)
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