1610 E St Andrew Pl Unit #100 - Plan

Home Browse Search

Customer S&H Systems Project Collectors.com Job Number 6 FRAME & COLUMN ANAL.Page 7.6 Platform PLT1 Frame Line Location EW Frame CHECK: BASEPLATE AND ANCHORS FIXED BASE Fp = 0.70ƒc' =2.10 Ksi Seismic Design Category D qmax=Fp*B 16.8 K/in Allowable unity = 1.2 for LC, 5,6,8 When using overstrength (SDC D to F) AOV = 1.2 Non Offset columns ecrit = N / 2-Abs(P) / (2qmax) OF = 0 k=2P*( e+f ) / qmax k'=2P*( e'+f ) / qmax T =0; if |e| < ecrit and P >=0 e = e' = M/P Y=0; if P < 0 and |e|< ecrit Y=0; if P < 0 and |e'|< ecrit Else T = ( fp*B*Y-P ) / Nbr Offset columns Y=N-2*|e| if |e| < ecrit Y=N-2*|e'| if |e'| < ecrit T' =0; if |e'| < ecrit and P >=0 OF = N/2-.5-b/2 Y =j - [ j2 - k ]0.5 ; If j2 > k Y' =j - [ j2 - k' ]0.5 ; If j2 > k'Else T' = ( fp'*B*Y-P ) / Nbr e = M/P - OF; e' = M/P + OF fp = 0 ; if P < 0 and |e|< ecrit fp' = 0 ; if P < 0 and |e'|< ecrit 5.57 Constants fp= P / ( B*Y ) ; if P >= 0 and |e| < ecrit fp'= P / ( B*Y' ) ; if P >= 0 and |e'| < ecrit 5.4 f=N/2-Ed = 3.25 fp =Fp ; if |e| >= ecrit fp' =Fp ; if |e'| >= ecrit 10.6 j = f+N/2 = 7.25 Weld Plate +Mp = MAX [ fp * Y (m -Y /2 ), P/(B*N)*n2 / 2 ] ; if Y < m +Mp = MAX [ fp' * Y' (m' -Y' /2 ), fp*n2 / 2 ] ; if Y' < m'tw = else +Mp = MAX [ fp * Y (m -Y /2 ), P/(B*N)*n2 / 2] else +Mp = MAX [ fp' * Y '(m' -Y' /2 ), fp'*n2 / 2 ]63*0.707*0.25 / 2 5.57 -Mp = Max [ Nbr*T*( m-Ed ) / B, T*1.414*( m-Ed ) / ( 2*1.414*m )]50*0.174 / 2 5.39 -Mp = Max [ Nbr*T'*( m-Ed ) / B, T*1.414*( m-Ed ) / ( 2*1.414*m )]58( 0.25+0.174 ) / 2 12.3 Mn /Ω = (Fy*t2/4)/1.67 =0.8 K-in/in Fillet Fu =0.6Fexx*(1+0.5*Sin1.5φ)φ=90 Fu Ωo Factor Anchor Fillet Fexx 70 63 2.0 0.71 3/8" x 3" Power-Stud + SD1 0.38 in Tube Fy 50 62 2.0 1.0 Allow Tension 1.0 K Allow Shear 0.6 K Plate Fy =36 58 2.0 1.0 Unity = [ (T/Ta)5/3 + (V/Va)5/3 ] 3/5 Fn/Ωo=5.57 K/in Weld Leff= 2 Lw = 8 Bolt Pattern Nb = 4 S = 6.5 INTERIOR COLUMN 4x4x3/16 t = 0.17 Sw= 8.67 Sb = 26 Is the column load offset (normally not for interior columns)No m = 2.10 n = 2.10 m' = 2.10 OF = 0.0 LC P Ov*.V OvM e, in ecrit k Y fp T e' k' Y' fp'T'V +Mp -Mp weld fv K K K-Ft in in In Ksi K in In Ksi K k K-in/in K-in/in K/in 2 0.0 0.0 0.0 #DIV/0!4.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! 0.00 #DIV/0! 5 0.0 0.0 0.0 #DIV/0!4.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! 0.00 #DIV/0! 6 0.0 0.0 0.0 #DIV/0!4.00 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0 #DIV/0!#DIV/0!0.00 #DIV/0! 8 0.0 0.0 0.0 #DIV/0!4.00 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! #DIV/0! 0.00 #DIV/0! #### #####DIV/0! #DIV/0! OK #DIV/0! Weld Leff= 2 Lw = 8 EXTERIOR COLUMN 4x4x3/16 t = 0.17 Sw= 8.67 Is the column load offset (normally not for interior columns)No m = 2.10 n = 2.10 m' = 2.10 OF = 0.0 LC P Ov*.V OvM e, in ecrit k Y fp T e' k' Y' fp'T'V +Mp -Mp weld fv K K K-Ft in in In Ksi K in In Ksi K k K-in/in K-in/in K/in 2 0.7 0.0 0.1 1.05 3.98 0.4 5.90 0.01 0.0 1.1 0.4 5.90 0.01 0.0 0.01 0.03 0.00 0.00 0.02 5 0.1 0.2 0.6 57.19 4.00 1.0 0.07 2.10 0.5 57.2 1.0 0.07 2.10 0.5 0.09 0.29 0.17 0.88 0.56 6 0.6 0.1 0.5 10.01 3.98 0.9 0.06 2.10 0.2 10.0 0.9 0.06 2.10 0.2 0.07 0.28 0.08 0.60 0.29 8 0.1 0.2 0.6 83.36 4.00 1.0 0.07 2.10 0.5 83.4 1.0 0.07 2.10 0.5 0.09 0.29 0.17 0.89 0.57 PLATE DIMENSIONS ARE OK PLATE THICKNESS OK OK OK OK OK Program Rev 20250219R1 Steele Solutions Inc.10010 Per Side Effective Weld Length = if B>=10, B-3" ; if B<10, B-2" 63*0.707*0.25 / 2 0.25 Fillet Anch Unity Anch Unity 6737 W. Washington St. West Allis, WI 53214