Structural analyses M.Just and M.Curbach
Fig.2.3.5 My values for the superposition of “min My”
54.37 75.12 97.32
-31.12 -6.56
-81.88 -57.82
-124.67
-112.19 -145.77
11.37 31.67
102.99
75.45 89.80
42.11
-15.30
-37.28
-101.15
-77.10
2.34 21.50
Figures 2.3.6 and 2.3.7 show the results for the superposition of “min My” for the middle support:
19.11
58.21
68.36
88.46
42.52
65.62
-9.60
-56.49
-132.79 -98.58
-69.70 -8.00 7.19
50.19
66.46
66.92
54.32
-1.16 12.39
-66.90
Fig.2.3.6 Vz values for the superposition of “min My”
Fig.2.3.7 Values for My for the superposition of “min My”
Figures 2.3.8 and 2.3.9 show the results for the superposition of “max Vz” for shear forces at the end support:
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