BASIC DIFFRANCE BETWEEN LIMIT STATE METHOD AND WORKING
STRESS METHOD?
Answer Posted / mizpah
Working stress method of design based on the elastic theory in which materials, concrete and steel are assumed to be stressed well below their elastic limit under the design loads. Working stressess (permissible stress) for the materials are determined by dividing the ultimate or yield stressess by suitable factor of safety values.
Limit state method of design based on limit state concept, te structure shall be designed to withstand safely all loads liable to act on it throughout its life;It shall also satisfy the serviceability requirements, such as limitations on deflection and cracking. The acceptable limit for the safety and serviceability requirements before failure occurs is called a "limit state". The aim of design is to achieve acceptable probabilities that the structure will not become unfit for the use for which is intended, that is that it will not reach a limit state...
| Is This Answer Correct ? | 9 Yes | 3 No |
Post New Answer View All Answers
what is differences between ferrock and concrete ?
How to use of me trial wall plaster 6mm , 10mm par sqm. use in sand and cement ?
What is the use of mirror command?
What is costing in 100squre feet bricks
what is the difference between np2 and np3 concrete mix
What is Gsb tollens ?
hoe much fine & sourse agregate required for concrete mix of 1: 1.5:3 by volume in Cu.Ft
HOW MANY BAGS OF CEMEMT USED IN PER M2 OF PARTITION WALL
how to calclate the SHUTTERING TAKEN CONCRETE LOAD? WHAT IS THE LOAD BEARING CAPACITY IN STEEL SHUTTERING PLATE? WHAT IS THE CONCRETE LOAD IN (MASS) IN THE SHUTTERING PLATE. PLATE SIZE IS 120CM* 90CM CONCRETE WALL LENGTH IS 10M ,WIDE IS 60CM, HEIGHT IS 1.2M PLS TO SENT THE CALCULATION.
IS code for Rolling Margin of steel
What Are The Different Type Of Slump Test Indications?
what values & beliefs have guided you in your career path
Explain what is 1/8 on the architect ruler denotes?
please briefly explain calculating or estimating steel quantity for a RCC column?
why we can use dust in concrete insted of fly ash