WHY DO WE PROVIDE DEVELOPEMENT LENGTH AND EXTRA BARS AT TOP
- 2 Answers
- 16039 Views
- Simplex, I also Faced
- E-Mail Answers
Answer Posted / muqdad jawad jafar
negative moment normally require providing extra additional
bar at the top of horizontal concrete casted members that
often positioned within the area supported by column/wall.
the top extra length should exceed the inflection point
between negative and posetive moment.
| Is This Answer Correct ? | 36 Yes | 3 No |
Post New Answer View All Answers
A doubly reinforced concrete beam is 25 cm wide and 50cm deep to the centre of tension reinforcement. The centre of compression is steel is 5cm from the compression edge. The areas of the compression and the tension steel are 10.16cm2 and 12.56 cm2 if m=18 and the bending moment at the section is 7,000,000 N-cm. Calculate the stress in concrete and steel.
How can you achieve soil enforcement?
Explain the term 'Gross unit rate' and identify the items that may be included in the gross unit rate.
How can we convert weight batch to volume batch for m30 mix
Explain the latest method to detect a crack in a building?
How much cum. Brick work can do by 1 madon
What is the Tor steel Consumption for residential building G+24 footing (thum rule) ?
Explain what is structural frames or systems?
what is the difference between natural draught cooling tower and induced draught cooling tower
pls give me ans to ACT formula cube testing porpuse
please what is the number of bars required for a column of 6mx6m and 450mmx300mm,its a commercial building (Church)
what r you reqired for concrete baching plant?
what s the standrd size of pvc fittings ,like elbow, bend,tee etc ? please explain with figure ?
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
How to calculate 1 brss for RCC work
