Equation for Crack Control Specific Limits evaluator uses Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3) to evaluate the Crack Control Limits, The Equation for Crack Control Specific Limits is defined as the reinforcement is subjected to high stresses, the cross sections of maximum positive and negative moment should be proportioned for crack control so that specific limits are satisfied by the above equation. Crack Control Limits is denoted by z symbol.
How to evaluate Equation for Crack Control Specific Limits using this online evaluator? To use this online evaluator for Equation for Crack Control Specific Limits, enter Stress in Reinforcement (fs), Thickness of Concrete Cover (dc) & Effective Tension Area of Concrete (A) and hit the calculate button.