aise technical report no 13
In either case the roof becomes a large horizontal beam spanning between the walls or bracing which must transmit the lateral loads to the foundations. Thus the direct approach neglecting non-structural contribution is recommended and the loads and limits are calibrated to this analysis approach. Figure 8. Member forces are summarized above. Stability requirements for the unbraced plane can be transferred to the laterally braced plane by using vertical sway braces.
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