Approximate and refined analysis methods - Computational Analysis and Design of Bridge Structures - page 29

4.3 m 4.3-9.0 m

Maximum positive moment

4.3 m 4.3-9.0 m

Maximum negative moment

(a) Moment influence line

4.3 m 4.3-9.0 m

Maximum positive reaction

(b) Reaction influence line

4.3 m 4.3-9.0 m

Maximum negative shear

4.3 m 4.3-9.0 m

Maximum positive shear

(c) Shear influence line

Figure 2.12 (a-c) Evaluation of extreme live loads.