A single-rolling load of 8kN rolls along a girder of 15 m span. The absolute maximum bending moment will be
30 kN-m
This question asks us to find the absolute maximum bending moment in a girder with a specific span when a single rolling load passes over it. Understanding how moving loads affect bending moments is crucial in structural engineering.
When a load moves across a simply supported beam, the bending moment at any point changes. The maximum bending moment occurs at different locations depending on the position of the load. For a single rolling load, the absolute maximum bending moment occurs when the load is positioned exactly at the center of the beam's span.
The formula used to calculate the absolute maximum bending moment ($M_{max}$) for a single concentrated rolling load ($P$) on a simply supported beam of span ($L$) is:
$$M_{max} = \frac{P \times L}{4}$$
$$M_{max} = \frac{8 \text{ kN} \times 15 \text{ m}}{4}$$
$$M_{max} = 30 \text{ kN-m}$$
Therefore, the absolute maximum bending moment that will occur in the girder is 30 kN-m.
The ILD of thrust in a 2 hinge parabolic arch is
Mullers Breslau's principle can be applied to-
Influence line diagram for bending moment in a simply supported beam is a
Which principle states that the influence line for a function (reaction, shear, moment) is to the same scale as the deflected shape of the beam when the beam is acted on by the function?
Influence line Diagram for redundant structures can be obtained by