Working Stress Method | Limit State Method |
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Working stress method is also known as the plastic method | Limit State method is also known as the Elastic design |
Working stress method base on an elastic theory which assumes that steel and concrete are elastic and the stress-strain curve is linear for both | The limit state method is base on the actual stress-strain curves of steel and concrete. For concrete the stress-strain curve is non-linear. |
Within this method, the factor of safety is put on the yield stresses to get permissible stresses. | In this method, partial safety factors are applied to get a design worth of stresses. |
In this method not consider the safety factor | Working loads obtain limit State MethodLimit State Method are obtained by Working loads into partial safety. |
The exact margin of safety isn't known. | The exact margin of safety is known. |
This method gives more large, sections, therefore less economical. | This method is more economical since it gives thinner sections. |
This method assumes that the actual loads, permissible pressures and factors of safety have been understood. So it's called a deterministic method. | This way is based upon the probabilistic approach that depends upon the real data or expertise, thus it's referred to as a non-deterministic method. |
Workin stress method is based method of R.C.C Design. | Limit state method is based method of R.C.C Design. |
In working stress method, the material follows Hookeβs law as stress is not allowed to cross the yield limit. | Limit state method, stress is allowed to cross the yield limit. |
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