HomeMy WebLinkAboutTRUSS INFO - 05-00129 - 120 Star View Dr - New SFRAmt
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WIF
If izer for *4 IERICAN INSTITUTE _A00. i
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Wc*d WOE Sizer 97d .34011
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Stock u_1.P
PROJECT
Idaho ria -las T
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S I.:
NDS -1997
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ll-bal#
lateprEtl su.'DrOrt: Top= Ful.1 Bottom-- @Supports
toy c-il len [
LOad �. a nati n : i -UFC
If LOAD -��
sF
Load I Type I
Distribution 1 Magnitude I Loc
ation
StartIEndI
Start End I Load
-----------------
Dead F -i11 UDL 90 Nc
3 LiVE- Partial UDL 254 254.00 0.00 9.25 N c)
Dead Partial U L 76 76.00 No
5 L-1-Ve Partial UDL 117 117.00 0.00 9.25 No
Dead Part DL 9.25 21.00 No
35 3
00 9.25 21.00
-� -I E- Partial UDL 188 188.00
26.00 No
MAXI-wIUM REACTIONS and BEARING LENGTHS- length.; ---*n)
26.0 ft
3.
-
Dead 1 2223 1837
Live 1 6501 5985
Total 1 8724 7823
L.kl..ngth 1
-
24,F -V'4 -r,..5 Aa =plf.
t � . PASSTS ' . dasttIn. cci7F
J # # #-;
#######4
SECT.,;_ -ON vs DESIGN CODE
Design a i e ValuI i
---, ,-- ,moi ���
�.
�_ _� I
iing b 1918 b 2238 tblFb 0. 47
'_ --.,
I' CP � � -,1 �:� - .-LA/248-0.96
1.73 L'
2400 1.00 1.00 1.00 1.009
-4 932 1.0 0 1.00
j.
1.
Bending(+)* LC#
�e2 D.+ � 151 1 Ihs.-ft
� r L 2 ._ _
?' lbs
D+L
Total Deflec-�-4
a
(All LC's are
ted in the Anl 3 j u _)
N
0Q
Kw
a-
I
Ct
jea ver- r that �--i- 1t.
for our-
L.
I.�oa Coefficient
0 De Unity for all
where �. -noads occur at 113
. actual
ZION
'D. 3 _
for AME"KiAN INSTITUTE OF TIaABER
flecti_ n limits are appropriate
L used In the calculation
cases. This is conservative
ID It f a span ( NDS Table
actual depth.
except
5.3-2) s
su,oported according to the provisions
mal I e r o f Fcp (t ergs i on) Fcp ( comp I n)