REVIEWED BLD BLD2021-0889+Structural_Calculations+6.25.2021_8.52.54_AM+2269279Hoof Beam @ Hi tchen
Beam # I
Main Span = 18.0'
Trih Area = 162 Sf
LL Reduct = 0:01.
File Name
CATLIN . QUI
Use:
5.25x9-1/2 PSL 2.2E DF
U @ a =
2.7
E I-L Ks
Area =
49.9
in 2
fv
82
psi
Fv (a I 1)=
290
psi
M max =
13.3
ft-k
S M
79
i n -*-3
f b
2015
psi
Fb(all)=
2900
Psi
MOE =
2100
ksi
Mol
375
i n -*-4
LL Def =L/
326
TL Def =L/
224
Camber. =
0.45
in
Loads = 321
Reaction to
( L16s ) 2941 21q4'
S he ay -
( Liss )
2) q 4
Moment
(f t-k)
Deflect
1.0
06/15/2021
Bean @ Dining
Bean # 2
Main Span = 11.0'
Tri b Area = 99 sf
LL Reduct = Q%
File Name
CATLIN . QVI
Use:
4x10
DF--L ##2
V @ d =
1.6
KiIQs
area -
32.4
in 2
fu =
72
Psi
Fv(all)=
180
Psi
M max
4.8
ft-k
SM =
50
in^3
fb -
1165
psi
FL(all)=
900
Psi
MOE =
1600
ksi
MDI -
231
i n-"4
LL Def =L/
677
TL Def =L/
472
Camber =
0.13
in
Loads
( 1f3
Reaction 10
(Lhs) 171 11 11
1'17.
Shear
{Lbs)
117
Moment
(ft--k) y
Deflect
(in)
06/15/2021