图1-偏压构件截面应力分布 NN A M NN a) A b NNe NNey N (1+2)=f A/ N,=CAf e> a=075-1.5e/h图11-1 偏压构件截面应力分布 e N e 1 2 σ2 a) σ2 b) σ1 σ1 = + = − W N e A N W N e A N . . 2 1 f i ey A N i A N ey A N I y N e A Nu u u u u + = + = (1 + ) = . / . 2 2 N Af u = 2 1 ( / ) 1 + ey i = h e 1 6 1 + = y i e 2 y i e 2 = 075 −1.5e/h