The point of contraflexure occurs in

Answer Posted / adeel ahmed

It is a point during the analysis of structural components in which bending moment change its sign mean the point of zero bending moment and this occurs mostly in overhanging case.

Is This Answer Correct ?    4 Yes 0 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

Explain the benefits of using standard terminology in the measurement process?(Tendering and estimation)

4554


I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.

5564


how much concrete solid/hollow block are manufacture per 50 kg cement bag in differnent sizes like 400x200x200mm, 400x200x150mm, 400x200x100mm. And need proper ratio as per sale quantity. pls send my mail mathi7599@gmail.com searching last two years not yet get pls find and enclosed pls. need practical analysis.

2243


indian standard split spoon sampler

1556


What is the use of mirror command?

764






Design a rectangular channel.

2464


how to workable concrete cube test M-25 design mix

2978


what is the water cement ratio for plastering

1173


What do you mean by bond? What are the different types of bonds?

1658


explain fie benefits of using standard terminology in the measurement process

1195


WHAT R THE GENERAL TECH QUESTIONS ASKED FOR THE INTERVIEW FOR AN AUTOMOBILE INDUSTRY,SPECIALLY DESIGN DEPT

2091


How many % we consider for lap for reinforcement for estimates

1366


how many type of admixtures for water stored structure?

1719


Define What is a projection line?

666


Does degree of bend of rebars has any effect on strength of the member? For example- if a beam is designed with 45 degree bent up bar with respect to architechtural needs and is not 45 in practical so will there be any reduction in the strength of member?

1475