The Structural Engineer > Archive > Volume 34 (1956) > Issues > Issue 8 > Critical Loads of Tall Building Frames (Part 11)
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Critical Loads of Tall Building Frames (Part 11)

A PREVIOUS paper (hereinafter referred to as Part I) indicated a method of obtaining the sway critical load of any symmetrical single bay rigid frame and gave numerical results for a particular family of frames with constant stanchion sections and all the load applied at the top. R. B. L. Smith and W. Merchant