9.7Tension Field Beams 313Fig.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
dtanβ)
(9.41)
FT=
W
dcosβ[
z+dcotα
2(
1 −
2 z
dtanβ)]
(9.42)
FB=
W
dcosβ[
z−dcotα
2(
1 −
2 z
dtanβ)]
(9.43)
Equation(9.23)becomes
P=
Wb
dtanα(
1 −
2 z
dtanβ