- #1
DWSprings
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Hi guys! I need some help mutiple cantilever beams.
There are three cantilever beams. Single load is applied at the end of an above beam only.
Each beam has own spring constant(k1, k2, k3), thickness(t1,t2,t3) and same width, B. They are connected with blue rigid links like on figure.
they are just applied for connected condition of beams and transfer forces to the other beams. Then they can be ignored structurally.
1. How can get total spring constant?
2. How can get load deviationon each section of beams?
(ab, bc, de, ef, gh)
There are three cantilever beams. Single load is applied at the end of an above beam only.
Each beam has own spring constant(k1, k2, k3), thickness(t1,t2,t3) and same width, B. They are connected with blue rigid links like on figure.
they are just applied for connected condition of beams and transfer forces to the other beams. Then they can be ignored structurally.
1. How can get total spring constant?
2. How can get load deviationon each section of beams?
(ab, bc, de, ef, gh)