The Structural Engineer > Archive > Volume 9 (1931) > Issues > Issue 8 > Bending Moments and Shear Forces (Due to Wind Forces) on Columns in Single Storey Buildings
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Bending Moments and Shear Forces (Due to Wind Forces) on Columns in Single Storey Buildings

The formulae for the Bending Moments and Shear Forces, due to wind forces, at the bases of columns in single storey buildings, given in the accompanying diagrams and tables, are based upon the following assumptions and conditions:- G.J. Voce

Author(s): Voce, G J