Calculation of the loads generated by equipment on steel frame platforms
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I would like to ask everyone: in a certain steel frame, assuming the span is 3000*3000 and the height is 3000. Place a device on the beam, assuming 5 tons. Should the load generated by this device be considered a constant load, distributed evenly across the beams? If so, is its size 50/4/3 kn/m? If not, how should it be analyzed and calculated! Assume there are no floor slabs.
It is necessary to consider the actual contact surface between your device and the beam, and then the load can be converted into a uniform step load using formulas
Can you give a diagram? I can tell you how to calculate it; if there is no vibration device, it can be calculated based on the static load
Hello, may I ask how to calculate the load for this diagram? Additionally: if there are floor pattern slabs, do the stiffening ribs on them need to be represented in the PKPM software modeling? How is the load for the pattern plate entered? Thank you