Info

20 kN

20 kN

10kN B

10 kN

7.5kN m

5kN m

20 kN m

5kN m

20 kN m

FIGURE 2.28 Example 2.5.

By using statical equilibrium equations we get

The shear force and bending moment diagrams are shown in Figure 2.28d.

1. Solutions to fix-based portal frames subjected to various types of loading. Figure 2.29 shows the bending moment diagram and reaction forces of fix-based portal frames subjected to loading typically encountered in practice. Closed form solutions are provided for moments and end forces to facilitate a quick solution to the simple frame problem.

2. Solutions to pin-based portal frames subjected to various types of loading. Figure 2.30 shows the bending moment diagram and reaction forces of pin-based portal frames subjected to loading typically encountered in practice. Closed form solutions are provided for moments and end forces to facilitate a quick solution to the simple frame problem.

Frame data w per unit length

0 0

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