Two beams are attached to the column as in figure 3. Calculate the internal normal force, shear force and moment on the axis that cuts point A horizontally.

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Two beams are attached to the column as in figure 3. Calculate the internal normal force, shear force and moment on the axis that cuts point A horizontally.

30 mm
40 mm
- 250 mm-
16 kN
6 kN
23 kN 185 mm
6 kN
125 mm
Transcribed Image Text:30 mm 40 mm - 250 mm- 16 kN 6 kN 23 kN 185 mm 6 kN 125 mm
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