Tag Archive for Tag: Eccentric Axial Load Plus Wind

Tag: Eccentric Axial Load Plus Wind Example of Strength Design of Unreinforced Bearing Wall with Eccentric Axial Load Plus Wind

uniformly distributed wind load of 25 lb/ft2. The wall is as shown in Fig. 5.15. At each horizontal plane through the wall, the following conditions must be met: • Maximum compressive stress from factored axial loads must not exceed the slenderness-dependent values in Eqs. (3-12) or (3-13) as appropriate, reduced by a φ-factor of 0.60. • Maximum compressive stress from factored loads (including a moment magnifiers)

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