INFLUENCE LINES IN CONTINUOUS BEAMS Number of Spans (<=10: Span Stiffness No. of Sections in Span(<=30): 日 1000100010001000 Analysis Options o Internal Forces Section Location O Support Reactions Span No Dist from beginning of spal shear force Deflections Continuous Beam Influence lines 1546E-15 1046E-15 546E-16 4.601E-17 4.54E-16 -9.54E-16 145E-15 195E-15 RESULTS Maximum Value: 1.8E-15 0 1167 X-Global Span X-Local Moment Shear Deflect. Minimum Value: -2E 0 o Positive Area: 5.3E-15 4.1137 o Negative Area: -9E 12 00.006022 Total Area: -4E-15-1723 28406284 00.010539 o0011762 00.012045 00011198 48 00009033 00.005364 0 0-0.01122 78 0-0.0248 114 87354628 o-0.03903 0-005194 o-0.06175 000000000000000000 0-00662 0-0.06472 0-0.054 0|-003324INFLUENCE LINES IN CONTINUOUS BEAMS Span No. 1 2 3 4 Number of Spans ( <=10 ): 4 Span Length: 60 90 50 40 No. of Sections in Span (<=30): 10 Stiffness EI 1000 1000 1000 1000 0 60 150 200 240 0 0 0 0 Section Location Span No. 4 Dist. from beginning of span 40 1 Moment Shear RESULTS Maximum Value: 1.8E-15 0.1167 X-Global Span X-Local Moment Shear Deflect. Minimum Value: -2E-15 -1 0 1 0 0 0 0 Positive Area: 5.3E-15 4.1137 6 6 0 0.003105 0 Negative Area: -9E-15 -21.34 12 12 0 0.006022 0 Total Area: -4E-15 -17.23 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 0 114 54 0 -0.06662 0 123 63 0 -0.06472 0 132 72 0 -0.0542 0 141 81 0 -0.03324 0 Bending Moment Shear Force Deflections Internal Forces Support Reactions Analysis Options