Table 10:
Summary of critical load values 1.
Beam Inclination (
α
)
R
L
R
N
Post
Beam
N
cr
(kN)
Ratio
N
cr
(kN)
Ratio
6°
2
0,95
9,60E+02
1,9277
9,12E+02
1,2614
3
1,45
4,98E+02
7,23E+02
12°
2
0,93
1,71E+03
1,4132
1,59E+03
1,0063
3
1,30
1,21E+03
1,58E+03