Load Calculation Excel Sheet Eurocode !!install!! - Wind

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| z_ref (m) | =MAX(h, z_min) | | k_r | =0.19 * (z0/0.05)^0.07 | | c_r(z) | =IF(z_ref<z_min, k_r LN(z_min/z0), k_r LN(z_ref/z0)) | | k_l | =1 | | c_e(z) | =c_r(z)^2 * c_o^2 * (1 + 7*k_l/(c_r(z)*c_o)) | | q_p(z) | =c_e(z) * q_b | Building a sheet from scratch is complex

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[ F_w = c_s c_d \cdot c_f \cdot q_p(z_e) \cdot A_ref,x ]

Windward walls experience non-uniform pressure distributions over height if

=B4+E3*G3