9.7Tension Field Beams 313
Fig.9.13
Calculation of stiffener buckling load.
Fig.9.14
Effect of taper on diagonal tension field beam calculations.
TakingmomentsaboutB,
Wz−FTdcosβ+^12 σttd^2 cos^2 α= 0 (9.40)
SolvingEqs.(9.38),(9.39),and(9.40)forσt,FT,andFB,
σt=
2 W
tdsin2α
(
1 −
2 z
d
tanβ
)
(9.41)
FT=
W
dcosβ
[
z+
dcotα
2
(
1 −
2 z
d
tanβ
)]
(9.42)
FB=
W
dcosβ
[
z−
dcotα
2
(
1 −
2 z
d
tanβ
)]
(9.43)
Equation(9.23)becomes
P=
Wb
d
tanα
(
1 −
2 z
d
tanβ