G353mgh , 4092meh {y= 42,000 42,009 (C.72) , 16,133m , a, + 08lmsh | 21,000 2" 42,000 Final equations evaluated for the particular constats of Building 3 of Structure 3.1.1. Mah = 0.53339 kip-sec?/ft M, = 3.55387 kip-gec* {t k,= 11,370 kips/ft wy(t)h = 16.485P, M, = 2.28943 kip-sec?,ft My, = 2.59925 kip-sec®, ft ky = 3810 Kipas(t ky = «1760 kins ft Walt) h = 16.485P, Ate= 198.4 kips, ft Front fice: 0.406307... = 16.485Pp — 76,200y,, - 0.25527y, + 0.04572), - 0.011499, (C.73) 0,40639Ygo, = 16.485Pp - 76,200y 50, - 0.32384, - O.32294Y, + 0.057159, (C.74) 0.406399... = 16.485Pp - 16,2009go, + 0049729, ~ 0.255279, -O.3124ty, (C.75) Rear face: 0.40839940, = 16.485Pg - 76,200745 ,, + 0.25527}, ~ 9.04572y2 + O.ULisy, (C.76) (C.77) 0.40639955, = 16.485P, ~ 76 1200Ysoy, — 0.045729, + 0 255277, + M9249, (7B) my 0.40839)55.5 = 16.485P, - 76,2007 5,,..+ 0.323849, + 0.525849, ~ 0.057159, TAN tere epee For secund floor: 3.9036y, = 0 3(16.485) (Pp - Pg) + 0.335 [se so, Feo: | +0 455 [eerie fen 7 Yn | oo [22474 (eo, ~ Yeo = 4280¥, + 3330(y; - y,) - 1900(y9 — ys) + 3810(y; — y,) ~ 11,370v, + 0.051959, - 0.009328, + = "1 “4 E For third floor: = 3.19007, = 0.296(16.485) (Pp — Py) = 0.064 = |—, (50, - so) thee tiliedes a tis! Slee 4a 384 386Ei : +0.49 (¥soy - reou)| +0.oc “FOeo, ~ Feary 4 I8SEV, ~ 3380(y, — y) + 4310(yy — yy) + 1760(yy - yz) — 1.019138 59)tv, ~ ys) deed adel’. DP. cies then 1.79) + 0,013(11,370)y, + 0.109229, +t (vs — ys) 2 149 SECRET — RESTRICTED DATA (C.80)