Mcrit | Critical bending moment |
az | Distance of the load application from the shear center |
e | Distance of the member elastic foundation from the shear center |
Ky | Elastic member foundation per truss member |
L | Beam length |
n | nth eigensolution |
E0.05 | 5 % quantile of the modulus of elasticity |
Iz | Second moment of area about the weak axis |
G0.05 | 5 % quantile of the shear modulus |
IT | Torsional constant |
Critical Bending Moment
Critical bending moment
;