13-452-027lltle� : Job ti
[:isonr: Date: ;i: l I PIVI, 2.1 .JAN 02
tBesctr•iptiort ;
`cope
- - - - --
�ly k U f (�'' + V , 7) 1 f lo- 7c 03 n `4 - _ - ._-
11`� �J) FNri2f �tGk 'n r���rr r+va I td3I ° R c,,; kv9I"r Aer St to tr ue ^(tflr �� �p F'aelF 1
General lnt"c°)f jat►On
Code Fief ACi 3183 02 1997 UBC., 2003 IBC, 2003 NFF'65 5000 s
29.90 fe
Depth 22.500 in fc �,'3 000 psi
wicith 8.000 it) Fy (50,000 psi
Concrete UVt. 145.0 pcf
Seismic .`one 0
End Fixity inn °�ned- Pir")e(l
_ C�earn S/Ve gfit Added Internally End
Load not actrrty 1Niti1 Sltoft i.arn,
T tab st } Ri d OK
Span - 9,00ft Width= 8 -00in [)eptia 22 °.50in
Maximurn MC`fnerrt : AALI
93.09 k - -ft
Allowat)1e flJiarnent : hain"phi
'144.58 k -ft
Maximum Deflection
_0.8116 in
Mmxirnum Shear : Vtr
Allowable Shear: Vn 'pld
11.40 k
Max Reaction ci> L.c;4t
9.44 k
Shear Stirru
3TTI k
MzIX Reaction (a) Right
9:44( k � �
SE ,
atirfup Area G Section 0.220 in2
Re(-, iion 0.000
Max. Spacing '10,250
4.8333
10.260
9.667
Not kteq"d
14.500 1 9.333
Not Rct[ d Not ideq
24-167 29.004 t1 i
llftax Vcr 11.402
6.62fs
4 314
d
4 291 4 111
10.200 f J 160 in
i3 526
_...
_._ -.
11.299 k
-
a
Ben Center 6eira
144.58 k
€a Eq. a'� 1n
Mu Eq. C 2
t, v, �. ,...,.
� 9t+tat [ �. C: 3
-it
rr3 (_e €t End 0.00 k -ft
93.09 Art t n
1J 3� 4c�ft
(0.00 k -ft
3'r•f i� -rt
@ Right End 0.00 k -ft
0.0x3 k -ft
r
0.00 k -ft
O.CrO k -�
0
Shear... Vn *Phi
B.t, Eq. -'
O.Ofl ie -ft
�iL -9, Eq. C.: -s
0.00 k -ft
C7i Left End
C 37.7.1 k
1 I AO k
Vu, E C, ,
c9• -.
(cJ Right End
g 3 .i'i k
1'1,3(0 k
6.CiJ k
5
4.43 k
5.99 k