Why we stop the concrete in 1/3 rd of span length
Answer / anuranjan kumar
after l/3 tesion zone develope in mid span so always stop concreting with in l/3
| Is This Answer Correct ? | 13 Yes | 2 No |
how can can column be corrected when the design is not safe ? is the increasing the clearcover a solution?
What is a hatch patterns?
Can a wave happen in the middle of the ocean like in the movie poseidon 2006?
How to calculate the quantity of water in cement mortar eg. CM 1:3?
what is mean by short coloumn? it is depend on the height? or dia of coloumn.?
how many plastr work in one bag cement
what bending moment?
about 200 cubic mtr
how to calculate the loads on slab? what are the steps?
Design a reinforced concrete combined footing (rectangular) for two columns located 3.60 metres apart. The overall sizes of the columns are 40cm x 40cm and 69cm x 60cm and the loads on them are 1000 kn and 1500 kn respectively. The space available for the width of the footing is restricted to 180cm. The S.B.C. of the soil is 280 kn/mm2 use M15 concrete.
what is the process of repair the structure in whitch reinforcement is open
How we decide the type of footing?
Civil Engineering (5086)
Mechanical Engineering (4453)
Electrical Engineering (16638)
Electronics Communications (3918)
Chemical Engineering (1095)
Aeronautical Engineering (239)
Bio Engineering (96)
Metallurgy (361)
Industrial Engineering (259)
Instrumentation (3014)
Automobile Engineering (332)
Mechatronics Engineering (97)
Marine Engineering (124)
Power Plant Engineering (172)
Textile Engineering (575)
Production Engineering (25)
Satellite Systems Engineering (106)
Engineering AllOther (1379)