Stiffening Load

Stiffening load

q_{d} = \sqrt{\frac{15}{L}} \cdot \frac{n \cdot N_{d}}{k_{f, 3} \cdot L}

q_d	Stiffening load
n	Number of truss members
L	Beam length
k_f,3	Modification factor for stiffening resistance

Do you have any questions?