(Left) Schematic illustration of the
flexible core,
flexible helix model. The coordinates ϕ
1,ϕ
2 () are decomposed into the contribution from the
flexible junction
core (ϕ
J1,ϕ
J2) and from the
flexible helix (ϕ
H1,ϕ
H2): ϕ
1 = ϕ
J1 + ϕ
H1, ϕ
2 = ϕ
J2 + ϕ
H2. (Panels) Fitting of the isotropic
flexible core,
flexible helix model. The contour length is the distance along H76 from its base pair closest to the
core to the middle of the segment chosen in H76. The bending angle variation
is defined by . The model predicts a linear relation between the contour length and the bending angle variation []. The simulated data (blue crosses) satisfy the linear relation very well. The model stiffness parameters are inferred from the fitted linear functions (red lines). The intersection of the line with the
y-axis determines the stiffness of the junction
core aJ, the line slope determines the stiffness of the helix expressed by persistence length
Lp [ and ]. The stiffness parameters inferred from the data are shown. The complete list of the inferred parameters is in , analogous plots for the remaining systems are in Supplementary Figure S3.