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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 18 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 186565FS Bracing Reactions Report: 12/ 1/23 1:55pm <br />================================================================================ <br /> <br /> <br /> <br /> BUILDING BRACING REACTIONS: <br /> --------------------------- <br /> ----Reactions in plane of wall----- <br /> ------Reactions(k )------- <br /> ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) <br /> Loc Line Line Horz Vert Horz Vert Wind Seismic Notes <br /> ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- <br /> L_EW 1 D C <br /> Bracing, see EW reactions <br /> <br /> <br /> R_EW 3 A B <br /> Bracing, see EW reactions <br /> <br /> <br /> *See RF reactions table for vertical and <br /> horizontal reactions in plane of the rigid frame <br /> ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- <br /> <br /> Reaction values shown are unfactored & for seismic represent base shear <br /> Maximum load combination factors are: <br /> Wind : 0.60 <br /> Seismic: 0.70 <br /> <br /> <br />================================================================================ <br /> 186565FS Additional Reactions Report: 12/ 1/23 1:55pm <br />================================================================================ <br /> <br /> <br /> <br /> Rigid Frame Column Reactions(k ) <br /> -------------------------------- <br /> <br /> Frame Col ----Dead--- Collateral ----Live--- Wind_Left1 Wind_Right1 <br /> Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert <br /> ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- <br /> 2 D 0.4 2.2 0.4 2.0 1.6 7.5 -6.8 -12.3 5.0 -5.2 <br /> 2 A -0.4 2.2 -0.4 2.0 -1.6 7.5 -5.0 -5.2 6.8 -12.3 <br />1202 W Edinger <br />Ave10/3/2024