Laserfiche WebLink
JOB NAME _Kaiser SAN 1st Fl GenRad <br />JOB NO. DATE _S09-23018 03/04/2024 <br />ENGINEER DWG. REF _OS -- <br />Check CFMF Vertical Stud Capacity <br />Vertical Stud Elevation View: <br />≔L 16.0 ft Floor height <br />≔Z =H 88 in Assume worst case, H is <br />height of equipment <br />≔P =F_total 136.291 lbf Load applied to CFMF stud <br />(assume top connection is aligned <br />with single vertical stud) <br />≔Moment_Max =―――――⋅⋅P Z ((-L Z)) <br />L <br />6.497 ⋅kip in <br />LRFD load level <br />≔Sxe 0.444 ((in))3 Section properties for 362S162-54 <br />≔Fy 50 ksi <br />≔Moment_Capacity =⋅⋅0.6 Sxe Fy 13.32 ⋅kip in <br />≔DCRF =―――――Moment_Max <br />⋅⋅17.18 kip in <br />0.378 <br />Loads at Top - Seismic Load Parallel to wall <br />≔F_total = <br />⎛ <br />⎜ <br />⎝ <br />――EH <br />2 <br />⎞ <br />⎟ <br />⎠ <br />136.291 lbf <br />(2) Brackets with 3 screws each, 6 screws in total. <br />≔Nscrew 6 <br />≔Vscrew =―――F_total <br />Nscrew <br />22.715 lbf <br />≔Rns 263 lbf Shear capacity (#10 SMS 43 mil). See available screw capacity table below. <br />≔DCRT =―――Tscrew <br />Rnt <br />0.208 Screw shear capacity >> demand, Design Acceptable <br />1900 E 4th St - <br />1011190678/9/2024