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If you can explain as you are doing it trying to understand it better
The freestanding tower cra ...
If you can explain as you are doing it trying to understand it better
The freestanding tower crane shown will be supported on a 16-ft-square concrete foundation. The concrete foundation has a unit weight of 150 pcf. One of the design criteria for the foundation is to prevent overturning of the crane about the toe of the footing. A factor of safety of \( 1.5 \) is required on all overturning forces under the following combination of loads: Pick load, \( P_{p} \) Boom weight, \( P_{b} \) Counterweight, \( P_{C} \) Mast weight, \( P_{m} \) Wind on boom, \( W_{b} \) Wind on mast, \( W_{m} \) Neglecting tower sway, the maximum pick load \( P_{p} \) (kips) is most nearly: