The Structural Engineer > Archive > Volume 22 (1944) > Issues > Issue 3 > The Arch and other Theories as Applied to Portal Frames
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The Arch and other Theories as Applied to Portal Frames

FIG 1. Mx=u - VB(L-X)+ MB ................................. (1) x not greater than a for external applied load. U = P (a - x) ................................................... (2) Recalling method (4) (see page 112) *we have... S.A. Loveland