Mehods of designing an RCC structure:
There are 3 methods of design an RCC structure:
1. Working stress method:
• This was the traditional method of design.
• The method basically assumes that the structure behaves in a linear elastic manner.
• The actual stresses developed due to the actual working load.
• Stresses developed are kept within permissbible stress value.
• The factor of safety is applied to stress values only.
• The design usually results in relatively large sections of the structural members.
2. Ultimate load method:
• This method is sometimes also referred to as the Load factor method.
• In this method, the stress condition at the site of the impending collapse of the structure is analyzed and the nonlinear stress-strain curves of concrete and steel are made use of.
• The concept of modular ratio and its associated problems are avoided entirely in this method.
• This method is more economical than the working stress method.
3. Limit state method:
• A condition of the structure once achieved, the structure cannot perform its intended function satisfactorily in the future in terms of safety or serviceability.
• Condition of a structure, once achieved the structure cannot be used satisfactorily in future is called limit state condition.
• Limit state can be achieved due to Limit state of collapse and Limit state of serviceability.
• This method is based on the Ultimate Strength of the structure, satisfactory performance at the working stage, and satisfying the serviceability & durability requirements.