trot story: k, ~ V4,R20 hips ft Second story: k, - 5099 kips {t Third story: ky > 0340 kips f{¢ hy = 10.64 ft hy - 32.5 ft hy = $1.33 ft Note that the height of column (sy based on (he d.stance between center lines of girders, pres 1 eore ltrs aay 2048 6. _|®~~ _ x, 22 ao 0b Bye OCCS2T b ~ oye eee£ “Ae 109 wl. 979 seeedamere cass cs ree Bias bid te 0097068) NSO ba OGR GIRDER wl 590 etait i ritact 160 me . 1 we 540 189 [oN l. ~~ 8, + Q.00G854) ee +COCIBED 1360 Piz 0.8 Joint rotations «saluated fur girters of Bu:lding 2. i seat ea arSekaah ubicraee) ae f &e Sdeetthetalon dialisda: al sdbelée diet be ss: Ta eg “fgona D.3.4 V-beam Siding The properues of Ve otem siding are labulated below. Those taines were olfarnce from the manufacturer's pamphiet. Wey - 3.4 tae? $= 6.348 tn." ft S = 0.368 tad tt 270.943 in Vit Aasuming fixed end conaitions, k= ee 8980 kips/fl for 2 ft 8 in. spon m = 0.900176 kip-sec’/ it Kivu = 9,762 oo fy, Oboe |. Ta et 2 ¥ seauozeay °% she Poaaeea Faaelete. des Matertbidekin, bec, tied is. Owing to the short period of «nts sheathing, the effect of dhe V-beam response on the fram is small and was neglected,