MOLA exercise#

In this exercise, you’re going to find influence lines using MOLA. It’s meant to give you insight in when these influence lines have straight and/or curved parts.

Components#

We’ll use the following components:

MOLA

Model

Simply supported beam#

Let’s start with the most basic model, a simply supported beam:

../../_images/structure1.svg

Fig. 4 Simply supported beam#

Exercise (Simply supported beam)

Make the simply supported beam with MOLA

Exercise (Influence line vertical support reaction at A for simply supported beam)

Show the influence line of the vertical support reaction at A

Exercise (Influence line vertical support reaction at B for simply supported beam)

Show the influence line of the vertical support reaction at B

Exercise (Influence line bending moment for simply supported beam)

Show the influence line for the bending moment halfway the beam

Exercise (Influence line displacement for simply supported beam)

Show the influence line for the displacement halfway the beam

Exercise (Influence line rotation for simply supported beam)

Show the influence line for the rotation halfway the beam

Statically determinate hinged beam#

Let’s increase complexity a bit, by looking at a statically determinate hinged beam:

../../_images/structure3.svg

Fig. 5 Statically determinate hinged beam#

Exercise (Statically determinate hinged beam)

Make the statically determinate hinged beam with MOLA

Exercise (Influence line vertical support reaction at B for the statically determinate hinged beam)

Show the influence line of the vertical support reaction at B

Exercise (Influence line bending moment at D for the statically determinate hinged beam)

Show the influence line for the bending moment at D for the statically determinate hinged beam

Exercise (Influence line bending moment at B for the statically determinate hinged beam)

Show the influence line for the bending moment at B for the statically determinate hinged beam

Exercise (Influence line displacement in D for the statically determinate hinged beam)

Show the influence line for the displacement in D for the statically determinate hinged beam

Exercise (Influence line displacement in S2 for the statically determinate hinged beam)

Show the influence line for the displacement in S2 for the statically determinate hinged beam

Exercise (Influence line rotation in B for the statically determinate hinged beam)

Show the influence line for the rotation in B for the statically determinate hinged beam

Statically indeterminate hinged beam with stiff part#

Let’s consider a statically indeterminate beam with an infinitive stiff part:

../../_images/structure4.svg

Fig. 6 Statically indeterminate hinged beam with stiff part#

Exercise (Statically indeterminate beam with stiff part)

Make the statically indeterminate beam with stiff part with MOLA

Exercise (Influence line vertical support reaction at B for the statically indeterminate beam with stiff part)

Show the influence line of the vertical support reaction at B for the statically indeterminate beam with stiff part

Exercise (Influence line bending moment halfway AB for the statically indeterminate hinged beam with stiff part)

Show the influence line for the bending moment halfway AB for the statically indeterminate hinged beam with stiff part

Statically indeterminate hinged beam#

Finally, let’s consider another statically indeterminate hinged beam.

../../_images/structure5.svg

Fig. 7 Statically indeterminate hinged beam#

Exercise (Statically indeterminate beam)

Make the statically indeterminate beam with MOLA

Exercise (Influence line vertical support reaction at A for the statically indeterminate beam)

Show the influence line of the vertical support reaction at A for the statically indeterminate beam

Exercise (Influence line bending moment at B for the statically indeterminate hinged beam)

Show the influence line for the bending moment at B for the statically indeterminate hinged beam

Exercise (Influence line bending moment at D for the statically indeterminate hinged beam)

Show the influence line for the bending moment at D for the statically indeterminate hinged beam