Interested to Buy Any Domain ? << Click Here >> for more details...
IN CIVIL ENGINEERING DESIGN WHY WE ARE USING LIMIT STATE
METHOD IS BEST?
I THINK WORKING STRESS METHOD IS BEST?
EX; FOR COLOUMN DESIGN IN LIMIT STATE METHOD AST
IS;1913SQ.MM
SAME TIME WORKING STRESS METHOD IS ;2213.
SO I THINK WORKING STRESS METHOD IS VERY STRONG COMPARE
THEN LIMIT STATE METHOD?
MY OPENING IS CORRECT OR NOT? PLS TO EXPLAIN SIRS
- 12 Answers
- 22136 Views
- I also Faced
- E-Mail Answers
Answer Posted / surjya
1)Working stress method is only available upto hooks law..i.e stress is directly proportional to strain..but in nature no matters are totally elastic in nature and does not obeys hooks law...so we introduced a new LIMIT STATE METHOD where u can design beyond the elastic limit upto plastic limit... 2)In working stress method the design is done for any structural element upto uncertain durability but in limit state the durability is limited and safe.
3)Material;time;cost of construction more in working stress....so its too much less efficient than Limt state method.
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
What is rolling stock
What are the uses of alloys in daily life and how are alloys made?
What happens when water mixed with cowdung is used for priming instead of water for lifting water in pumps?
Which is stronger solid steel rod or hollow steel pipe?
what should be the PCC ratio to construct a plinth of (40x40x4)ft...??also its estimated cost??
why we create short columns under grade slab?
How to calculate the cement and fine aggregate requirement for solid block masonry works in terms of Sqm. 1. 400x200x200mm 2. 400x200x100mm 3. 600x200x100mm 4. 600x200x200mm I need the answer for 1 Sqm of solid block works.
HOW TO CLACULATE CEMENT AND SAND CONSUMPTION FOR THE STAIRCASE KOTA FLOORING IN THE RATIO OF 1:4 50 MM THICKNESS
A rock anchor 3 1/2” in diameter is placed in rock. The which has an allowable shear strength of 1200 psi. Determine the required anchorage length to safely carry a 80 ton load using a 2.0:1 F.S
Spider cracks occur in beam bottom due to––
How many hours should traffic be not allowed after completing wbm road or bst.and min how many hours should road rollers be used.
How to fix the reinforcement in footing shorter bar at bottom and longer fix at top.
what is the difference between tsp & tower
i have a interlock pavement work.i need to compact about 2000 sq metres of sub base grade c of thickness 15 cm.what is the amount of water required for compaction ??
B.M DIAGRAMS & S.F DIAGRAMS OF CONTINOUS BEAMS
