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Building:STALL 113 BUILDING eQuote <br /> Date/Time:3/20/2019 9:21 AM MST Control#:P201903201520 <br /> Cust Quote Nbr:U1R-19082 Project Name:U1R-190B2 Page:3 III <br /> *** PRELIMINARY REACTIONS ONLY- DO NOT USE FOR FINAL CONSTRUCTION!!! *** <br /> d5is page covers the following frame lines: <br /> GLOBAL X : POSITIVE TO RIGHT (KIPS) <br /> MAIN FRAME COLUMNS G3 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT <br /> INT. INT. INT. AC" COLUMNS COLUMNS CORNER COLUMNS <br /> Dead 1 0 0 0 -1 <br /> Collateral Dead 1 0 0 0 -1 <br /> Roof Live 1 0 0 0 -1 <br /> Roof Snow* 1 0 0 0 -1 <br /> Wind to Left 2 0 0 0 2 <br /> Wind to Right -2 0 0 0 -2 <br /> Wind to Front -1 0 0 0 -1 <br /> Wind to Back 1 0 0 0 1 <br /> Seismic to Right -1 0 0 0 -1 <br /> Seismic to Left 1 0 0 0 1 <br /> GLOBAL Y : POSITIVE UPWARD (KIPS) <br /> MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WINDS ENDWALL TYP INT <br /> INT. INT. INT. it", COLUMNS COLUMNS CORNER COLUMNS <br /> Dead 1 0 0 0 1 <br /> Collateral Dead 2 0 0 0 2 <br /> Roof Live 5 0 0 0 5 <br /> Roof Snow* 5 0 0 0 5 <br /> Wind to Left C-11 0 0 0 -4 <br /> Wind to Right 4 0 0 0 -1 <br /> Wind to Front -3 0 0 0 -3 . <br /> Wind to Back -3 0 0 0 -3 <br /> Seismic to Right -1 0 0 0 1 <br /> Seismic to Left 1 0 0 0 -1 <br /> GLOBAL Z : POSITIVE COUNTERCLOCKWISE (FT-KIPS) • <br /> MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT <br /> INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS <br /> Dead 0 0 0 0 0 <br /> Collateral Dead 0 0 0 0 0 <br /> Roof Live 0 0 0 0 0 <br /> Roof Snow* 0 0 0 0 0 <br /> Wind to Left 0 0 0 0 0 <br /> Wind to Right 0 0 0 0 0 <br /> Wind to Front 0 0 0 0 0 <br /> Wind to Back 0 0 0 0 0 <br /> Seismic to Right 0 0 0 0 0 <br /> Seismic to Left 0 0 0 0 0 <br /> BASE PLATE AND ANCHOR BOLT INFORMATION <br /> MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL COLUMNS <br /> INT. INT. INT. COLUMNS COLUMNS CORNER TYPICAL <br /> Base Plate Width 8.00 0.00 0.00 0.00 8.00 <br /> Base Plate Length 14.00 0.00 0.00 0.00 14.00 <br /> Anchor Bolt Quantity 4 0 0 0 4 <br /> Anchor Bolt Diameter 0.75 0.00 0.00 0.00 0.75 <br /> BRACING REACTIONS <br /> BRACING CONDITION: NUM OF BRACED BAYS: 0 <br /> (NOTE: BRACING GLOBAL X LOADS ARE PERPENDICULAR TO FRAME GLOBAL X LOADS) <br /> (NOTE: FOR WALLS WITH AN X BRACING CONDITION,BRACING GLOBAL Y LOADS ARE ADDITIVE TO FRAME GLOBAL Y <br /> GLOBAL X : POSITIVE TO RIGHT ENDWALL INPLANE BRACING <br /> LEFT COL. RIGHT COL.** LEFT COL. RIGHT COL. <br /> Wind to Front 2 2 0 0 <br /> Wind to Back 0 0 0 0 <br /> Seismic to Front 3 3 0 0 <br /> Seismic to Back 0 0 0 0 <br /> GLOBAL Y : POSITIVE TO UPWARD ENDWALL INPLANE BRACING <br /> LEFT COL. RIGHT COL. LEFT COL. RIGHT COL. <br /> Wind to Front +/- 2 +/- 2 0 0 <br /> Wind to Back +/- 2 +/- 2 0 0 <br /> Seismic to Front +/- 3 +/- 3 0 0 <br /> Seismic to Back +/- 3 +/- 3 0 0 IIII <br /> * (The Snow Reaction provided is the maximum of: Roof Snow, Unbalanced Snow, and User Override Snow.) <br /> ** The user must combine the lean to bracing reactions with supporting building bracing reactions. <br /> Endwall bracing is not included in these reactions. <br /> 04/05/19 Boeing Flightline Stall 113 Page 44 <br />