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FORMULAS DE DISEÑO DE DEFLEXION DE VIGAS
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DEFLEXIONES
h 20inr 3ind h r 17 inb 12inL 20ftWD 1000
lbfft
fc 3000lbf
in2
n 9As 3in2 2 0
Igb h312
8 103 in4
fr 7.5 fclbf
in2 410.792 lbf
in2
yth2
10 in
Mcrfr Igyt
2.739 104 lbf ft
MaWD L
28
5 104 lbf ft
f x( )b2x2 n As x n As d
x 5inroot f x( ) x( ) 6.781 inx 6.781in
Icrb h33
n As d x( )2 3.482 104 in4
IeMcrMa
3Ig 1 Mcr
Ma
3
Icr 3.041 10
4 in4
Ec 57000 fclbf
in2 3.122 106 lbf
in2
D5
384
WD L4
Ec Ie 0.038 in
1 50 2
DD D 0.076 in
T D DD 0.114 in