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Customer S&H Systems <br />Project Collectors.com <br />Job Number <br />5 FRAME & COLUMN ANAL.Page 7.5 <br />Platform PLT1 <br />Frame Line Location EW Frame Dead Live <br />Vertical Vertical <br />Non Factored column Reactions, Kips, K-Ft Vertical Horiz. Moment <br />Interior Columns 0.0 0.0 0.0 0.0 0.0 0.0 <br />None Included Overstrength Factor 1.0 Exterior Column 0.1 0.6 0.6 0.1 0.2 0.6 <br />CHECK: BASEPLATE AND ANCHORS FIXED BASE <br />use a minimum base moment of <br />CHECK BASEPLATE Ref: AISC Design Guide 1, 2nd ed BASE PLATE 1106-B8 <br />Column HSS4x4x3/16 <br />N Bolts, Nb 4 B = 8.0 in d=bf = 4.0 in Ov = 1.54 Lw = 16 <br />N bolt in row,Nbr 2 N = 8.0 in Bf/2 = 2.0 in Ed = 0.8 in Sw = 21.33 <br />ƒc' = 3000 t = 0.38 in H = 3.5 ft N'= 7.3 in S = 6.5 <br />N Bolts for Shear 2 <br />1-2 <br />Solutions Inc.10010 <br />Steele <br />Reduce <br />d Live <br />Seismic, not including <br />Overstrength REPORT NON <br />FACTORED COLUMN <br />REACTIONS ON <br />PROJECT COVER <br />SHEET <br />NA of Rh *H on Pinned Base Conditions. Input not required if fixed base <br />condition. <br />6737 W. Washington St. West Allis, WI 53214