formula of calculation of weight of steel bars

Answer Posted / agoodimran

please help me anyone that
i want steel weight kg/foot

Is This Answer Correct ?    1 Yes 0 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

what is flexible and rigid footing?

1848


The building has 12 columns of 12x9 in 3 rows of 4 each in a plot of 50'x30', The central row is strengthened with 16mm twisted rods. The roof area is 1500 sft including balconies. calculate the load factor per sft. Also indicate the number of roofs the building can withstand.

2300


Slump Values for works?

1757


hi guys what happens if you are absent for a supplymentry exam?

1374


I am called for interview from north east power plant .so, I need some interview question which may help me.

1247






how many minimum admixtures are used in water froofing structures

1844


Why the statue of liberty is made of copper?

646


at which depth the construction of tunnel is economical from cost and engineering aspect.

1307


What should be the maximum allowable time for placing ready mix concrete? The specification requires concrete placement within 90 minutes of batching at the plant. What is the significance of this 90 minutes & should this be used as a rejection criterion? What effects does the concrete has after that time period?

2388


Hi my name is Binyam and I'm a 7th grader at Mayfield Woods Middle school. I decided to research civil engineering as my career and i need to know a few thing about your profession. What is your daily routine? What are some advantages and things you like about your job? What are some disadvantages What is the hardest thing you have done? What education have you gone through to become a civil engineer? How long is your work day? What is your work environment like? What is your salary? What made you want to become an engineer? What tools do you you use? Thank you for answering my questions

1809


Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No.       Loading        Axial force      Moment     Shear 1               DL+LL          1950              600            20 2           Seismic load       250              4800          700

1518


is there any codal provision for soil cousion over the Hume pipe of Dia 1.2 m.

1573


What is the usage of zoom command?

680


how to calculate spacing rod in column

1428


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

1292