Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 142
qualpressure on each support; the structural load being vertical andsymmetrical will also produce equal loading on the supports. Thereactions may therefore be obtained by joining the extremities of theload line and bisecting, otherwise it would have been necessary to BKAOED ARCH KOOFS 127 calculate… … out in the usual way, but it should be worked from both ends, asotherwise there will probably be a difficulty in getting the figure to £P.
Building · Structural analysis (Engineering)
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