Estimation of High Structural Reliability Involving Nonlinear Dependencies Based on Linear Correlations

Table 3

Frame element properties for example 1.

Element	Modulus of elasticity	Moment of inertia	Cross section
B1	E4	I10	A10
B2	E4	I11	A11
B3	E4	I12	A12
B4	E4	I13	A13
C1	E5	I6	A6
C2	E5	I7	A7
C3	E5	I8	A8
C4	E5	I9	A9