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56x

001425

2024-01-16

Shear Design with Reinforcement, Method of Damage Equivalent Stress Range According to 6.8.5 (3)

Shear Design with Reinforcement, Method of Damage Equivalent Stress Range According to 6.8.5 (3)

∆ σ_{S w, e q u (N *)} = |V_{E d, m a x} - V_{E d, m i n}| \times \frac{\tan (θ_{f a t})}{a_{s w, V_{E d}} \times d \times 0.9}

∆ σ_{S w, R s k (N *)} = (0.35 + 0.026 \times \frac{d_{s, w, m}}{d_{s, w}}) \times ∆ σ_{R s k (N *)}

η_{S w} = |\frac{γ_{F, f a t} \times ∆ σ_{S w, e q u (N *)}}{\frac{∆ σ_{S w, R s k (N *)}}{γ_{s . f a t}}}|

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