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P Q-L 14_,N k4J t& )N S Fo2 Pet-t 6 <br /> Building:STALL 113 BUILDING e <br /> Date/Time:3/20/2019 9:21 AM MST Control#:P201903201520 eQuote� <br /> Cust Quote Nbr.U1R-19082 Project Name:U1R-19082 Page: 1 III <br /> *** PRELIMINARY REACTIONS ONLY - DO NOT USE FOR FINAL CONSTRUCTION!!! *** <br /> is page covers the following frame lines: <br /> 1 <br /> GLOBAL X : POSITIVE INTO BUILDING (KIPS) (5 Pt{ <br /> MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT <br /> GI 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 1 0 1 0 1 <br /> Wind to Back -1 0 -1 0 -1 <br /> Seismic to Back 0 0 0 0 0 <br /> Seismic to Front 0 0 0 0 0 <br /> GLOBAL Y : POSITIVE UPWARD (KIPS) C31 P<f <br /> MAIN FRAME COLUMNS FSW 1ST TYP LAST BSW FSW WIND BSW WIND ENDWALL TYP INT <br /> CA INT. INT. INT. COLUMNS COLUMNS CORNER COLUMNS <br /> Dead 1 0 1 0 1 <br /> Collateral Dead 1 0 1 0 1 <br /> Roof Live 2 0 3 0 2 <br /> Roof Snow* 2 0 3 0 2 <br /> Wind to Left -1 0 -2 0 -2 <br /> Wind to Right -2 0 -2 0 -1 <br /> Wind to Front -2 0 -2 0 -2 <br /> Wind to Back -2 0 -3 0 -2 <br /> Seismic to Back 0 0 0 0 0 <br /> Seismic to Front 0 0 0 0 0 <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 Back 0 0 0 0 0 <br /> Seismic to Front 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 10.00 0.00 8.00 <br /> Base Plate Length 14.00 0.00 15.00 0.00 14.00 <br /> Anchor Bolt Quantity 4 0 4 0 4 <br /> Anchor Bolt Diameter 0.75 0.00 0.75 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 0 0 0 0 <br /> Wind to Back 0 0 0 0 <br /> Seismic to Front 0 0 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 +/- 0 +/- 0 0 0 <br /> Wind to Back +/- 0 +/- 0 0 0 <br /> Seismic to Front +/- 0 +/- 0 0 0 <br /> Seismic to Back +/- 0 +/- 0 0 0 III <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 /> 8 04/05/19 Boeing Flightline Stall 113 Page 42 <br />