difference between limit state method and working stress in
terms of load

Answers were Sorted based on User's Feedback



difference between limit state method and working stress in terms of load..

Answer / a.mohamed buhari musa, sankar

In working stress method we are designing the structure for
the load acting on the structure.
In limit state method we are designing for the limit state of
safety and serviceability by applying partial safety factor
partly for the load or moment and partly for the stress
induced in the structure.

I don't know surely this is correct or not.

Is This Answer Correct ?    19 Yes 1 No

difference between limit state method and working stress in terms of load..

Answer / mohan rathish

in limit state load is overesimate than actual,so we can
assure more reliable.safe than wsm. hence we can obtain
suitable section which is stronger than wsm. it is verry
common. wsm only suitable for chimney, water tank ....etc

Is This Answer Correct ?    15 Yes 9 No

difference between limit state method and working stress in terms of load..

Answer / karthick.k

In case of design procedure , the facted load can be taken
for limit state mtd, by working stress method axial load
can be taken and strength of material is low, by limit
state method strength of material is high.

Is This Answer Correct ?    1 Yes 0 No

difference between limit state method and working stress in terms of load..

Answer / dharma raj pant

limit state is non deterministic i.e. parameters are not
known initially whereas WSM is deterministic

Is This Answer Correct ?    1 Yes 0 No

difference between limit state method and working stress in terms of load..

Answer / ghantola

Working Stress Method
The Stresses in an element is obtained from the working loads and compared with permissible stresses.
The method follows linear stress-strain behaviour of both the materials.
Modular ratio can be used to determine allowable stresses.
Material capabilities are under estimated to large extent. Factor of safety are used in working stress method.
The member is considered as working stress.
Ultimate load carrying capacity cannot be predicted accurately.
The main drawback of this method is that it results in an uneconomical section.
Limit State Method
The stresses are obtained from design loads and compared with design strength.
In this method, it follows linear strain relationship but not linear stress relationship (one of the major difference between the two methods of design).
The ultimate stresses of materials itself are used as allowable stresses.
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.

Is This Answer Correct ?    0 Yes 0 No

difference between limit state method and working stress in terms of load..

Answer / guest

factor of safety

Is This Answer Correct ?    1 Yes 2 No

Post New Answer

More Civil Engineering Interview Questions

How to calculate the compressive strength of 28 days of concrete where we have 7 days compressive strength?

2 Answers   ACF,


what is pure bending

1 Answers  


time and work questions

0 Answers  


Please Clear My doubt . We Can Design the size of the beam by manually by the Length of the beam...What is the technique adopted

0 Answers  


C40/50 of concrete strength is saying that 40Mpa(by using cylinder specimen) and 50Map (by using cubic specimen), but this concrete strength is Characteristic concrete strength or target mean concrete strength?

1 Answers  






The properties of concrete HA-30 and how does it differ with M 30 (specify the important characteristics like workability,strength,mix design,slump test value)and what is the standard relating to it

0 Answers  


how to calculate load bearing column

0 Answers  


how much to get of BRC lapping in full yield and half yield ?

0 Answers   Engtex,


rcc concrete grade uses

3 Answers   Descon,


what are the cube & Sylinder strength of concret M20,M25,M30,M35,M40,M60 ,M75,M10 ,M15

0 Answers   ABV,


Find out Cutting Length of Steel for Right angle Triangle? Where Opposite Side 4m, Adjacent side 6m. (Assume cover 40mm)

0 Answers   DBL,


Which is the IS code Using for Cement Sand Mortar

5 Answers   HPCL,


Categories
  • Civil Engineering Interview Questions Civil Engineering (5085)
  • Mechanical Engineering Interview Questions Mechanical Engineering (4451)
  • Electrical Engineering Interview Questions Electrical Engineering (16632)
  • Electronics Communications Interview Questions Electronics Communications (3918)
  • Chemical Engineering Interview Questions Chemical Engineering (1095)
  • Aeronautical Engineering Interview Questions Aeronautical Engineering (239)
  • Bio Engineering Interview Questions Bio Engineering (96)
  • Metallurgy Interview Questions Metallurgy (361)
  • Industrial Engineering Interview Questions Industrial Engineering (259)
  • Instrumentation Interview Questions Instrumentation (3014)
  • Automobile Engineering Interview Questions Automobile Engineering (332)
  • Mechatronics Engineering Interview Questions Mechatronics Engineering (97)
  • Marine Engineering Interview Questions Marine Engineering (124)
  • Power Plant Engineering Interview Questions Power Plant Engineering (172)
  • Textile Engineering Interview Questions Textile Engineering (575)
  • Production Engineering Interview Questions Production Engineering (25)
  • Satellite Systems Engineering Interview Questions Satellite Systems Engineering (106)
  • Engineering AllOther Interview Questions Engineering AllOther (1379)