This study involves the development of a MATLAB code to simulate the fluctuating wind load time series and the subsequent structural modeling in SAP2000 to evaluate the safety performance of flexible PV supports under extreme wind conditions. . Traditional rigid photovoltaic (PV) support structures exhibit several limitations during operational deployment. Therefore, flexible PV mounting systems have been developed. These flexible PV supports, characterized by their heightened sensitivity to wind loading, necessitate a thorough analysis. . HSATs typically feature either a torque tube or dual-rail support structure protruding 0. 2 m below the plane of the PV panels. Bending moment diagram of exist on PVSP ground for a built-in support beam in civil engineering. Explanation Calculation Example: For a beam with length 10 m, uniformly applied load 20 kN/m, width 0.
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