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Pls how can you design a steel mast manually with wind load 55m/s.
The beam was carrying a UDL. So we should have used the maximum moment for a UDL which is wl^2/8
The UDL was converted to point load acting at midspan by multiplying the UDL with the span
Pls how can you design a steel mast manually with wind load 55m/s.
The beam was carrying a UDL. So we should have used the maximum moment for a UDL which is wl^2/8
The UDL was converted to point load acting at midspan by multiplying the UDL with the span