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)