7400 HARDESON RD SUNBELT RENTALS 2025-07-18

1• Frame Lines:1 2 Rigid Frame Column Reactions(k ) LOAD COMBINATIONS: Id Combination Frame Col ----Dead--- Collateral .---Live--- ----Snow--- Wind_Lefti ---- Line Line Herz Vert Horz Vert Horz Vert Hors Vert Horz Vert 1 Dead+Collateral+8.45Wind_Right1+0.75F1UNB_SL2 •---- ---•• -•••- 2 0.6Dead+0.6Wind Left2 1' A 0.1 8.7 0.0 0.2 0.3 3.0 0.4 4.5 -1.7 -3.3 3 Dead+Collateral+Snow+Slide_Snow 1' B -8.1 0.7 0.0 0.2 -8.3 3.0 -0.4 4.5 -1.8 -0.1 4 8.6Dead+8.6Wind_Long1L 5 0.6Dead+8.6Wind_Right2 Frame Col Wind_Righti Wind_Left2 Mind Right2 wind_Longi Mind_Long2 6 Dead+Collateral+0.45Wind_Left1+0.75F1UNB_SL_L Line Line Harz Vert Hors Vert Hors Vert HOrz Vert Hors Vert 7 0.60ead+0.6Wind_LOng2L ---• ------ ••--• ----• 8 0.60ead+0.6Wind_Right2+0.6Wind_Suction 1' A 1.8 -0.1 -2.3 -2.6 1.1 0.7 8.7 -4.1 0.5 -3.8 9 0.6Dead+0.6Wind Pressure+6.6Wind_Long2L 1• B 1.7 -3.3 -1.1 0.7 2.3 -2.6 -0.5 -3.8 -0.7 -4.1 Frame Ccl -Seis_Left- -Seis_Right -Seis_Long- -MIN_SNO.J- F1UNB SL_L Line Line Horz Vert Hors Vert Horz Vert Horz Vert Horz Vert 2992 Bracing Reactions Report: 7/27/21 7:31pm 1' A -0.4 -0.6 0.4 0.6 0.0 -8.6 0.4 2.9 8.4 4.e 1' B -0.4 8.6 8.4 -0.6 8.8 -0.6 -8.4 2.9 -0.4 2.1 Frame Ccl F1UNB_SL_R BUILDING BRACING REACTIONS: Line Line Mors Vert Reactions(k ) 1' A 8.4 2.1 - Wall-- Col ----Wind---- --Seismic Panel_Shear(lb/ft) 1' B -0.4 4.0 Loc Line Line Horz Vert Horz Vert kind Seismic Notes L_EW 1 1' Frame Lines:1 2 FSW B 1 ,2 0.76 1.34 0.27 0.48 (b) R_EW 2 (h) Endwall Column Reactions(k ) 8 SW A 2 ,1 8.76 1.34 8.27 0.48 (b) (b)Wind bent in bay, base above finish floor _ (h)Rigid frame at endwall 2992 Seismic Design Report: 7/27/21 7:31pm ___,____ -----= __________= Reaction values shown are unfactored. Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 Building Data Code =IBC 18 =-- Length = 20.00 2992 Additional Reactions Report: 7/27/21 7:31pm M_dth = 25.00