LIMILT STATE METHOD
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WORKING STRESS METHOD
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1.The stresses are obtained from
design loads and compared with design strength.
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1.The Stresses in an element is
obtained from the working loads and compared with permissible stresses.
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2.In this method, it follows linear
strain relationship but not linear
stress relationship (one of the major difference between the two methods of design).
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2.The method follows linear
stress-strain behaviour of both the materials.
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3.The ultimate stresses of
materials itself are used as allowable stresses.
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3.Modular ratio can be used to
determine allowable stresses.
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4.The material capabilities are not
under estimated as much as they are in
working stress method. Partial safety factors are used in limit state method.
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4.Material capabilities are under
estimated to large extent. Factor of safety are used in working stress
method.
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5.The main drawback of this method
is that it results in an economical section.
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5.The member is considered as
working stress.
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6.Ultimate load carrying capacity
cannot be predicted accurately.
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7.The main drawback of this method
is that it results in an uneconomical section.
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Difference between limit state method and working stress method
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CONCRETE TECHNOLOGY
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