Long Description: Figure 27. Normalized Flexural Load Effects for Simple Spans (2-S1-2, Scenario 4, 5 and 6)

Normalized flexural load effects on Simple Span Bridges are illustrated in Figure 27 for the 2-S1-2 control vehicle and Scenarios 4, 5 and 6 configurations. The matrix is organized by normalized load effect (0 to 2) by span length (0 to 260 feet) for the 2-S1-2 control vehicle and Scenario 4-6 configurations. The positive moment load effects range from 1 to 1.4 at 20 feet to 1.0 to 1.6 at 240 feet.

Return to Figure 27