INFLUENCE LINES IN CONTINUOUS BEAMS Span No. 1 2 3 Number of Spans ( <=10 ): 4 60 90 50 . of Sections in Span (<=30): 10 1000 1000 1000 Section Location Span No. 4 Dist. from beginning of span 40 1 Moment RESULTS Maximum Value: 2E-15 X-Global Span X-Local Moment Shear Deflect. Minimum Value: -2E-15 0 1 0 0 0 0 Positive Area: 5E-15 6 6 0 0.003105 0 Negative Area: -9E-15 12 12 0 0.006022 0 Total Area: -4E-15 18 18 0 0.008563 0 24 24 0 0.010539 0 30 30 0 0.011762 0 36 36 0 0.012045 0 42 42 0 0.011198 0 48 48 0 0.009033 0 54 54 0 0.005364 0 60 60 0 0 0 60 2 0 0 0 0 69 9 0 -0.01122 0 78 18 0 -0.02484 0 87 27 0 -0.03903 0 96 36 0 -0.05194 0 105 45 0 -0.06175 0 Span Length: Stiffnes s EI 0 50 100 150 20 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Continuous Beam Influence Lines Internal Forces Support Reactions Analysis Options
