Civil Engineering Reference
In-Depth Information
150 kN
150 kN
100 kN
2m
1m
1m
200 kN
Section through vehicles
q
vk
= 9 kN/m
q
vk
= 2.5 kN/m
2 m
0.5 m
0.5 m
1 m
14.34 kN/m
Section through distributed loads
Figure 4.40 Calculation of straining actions from live loads transferred on an
intermediate stringer.
200 kN
200 kN
14.34 kN/m
Figure 4.41 Transferred live loads on an intermediate stringer.
stringer can be studied. The first case of loading is that the centerline of the
stringer divides the spacing between the resultant of the concentrated live
loads and the closest load, with maximum bending moment calculated at
the closest load (point a in
Figure 4.42
), while the second case of loading
is that the centerline of the stringer is located in the middle between the
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