How much overlapping required for welding the reinforcement
bars in Columns & beams
Answer Posted / parvesh saini
16D
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
Method of findingthe dry ingredient quantity of 1 m3 concrete. what is the difference between static and dynamic induced emf? Testing charges bill given for Rs. 32,000/- but not added service tax in this bill. So, How much TDS will be deduct
What are the materials used in building a gravity dam?
To pcc 11 ft x 24 ft .How many bags of cement, sand and aggregate required? And for roofing how many cgi sheets required?
sir iam dng my engg final yr (civil) iam intrested to write group_1 .if we write this exam what kind of jobs we get and what should be the minimum score for us to get qualified and iam having reservation too.
what is the exact dia of 8swg and 10swg gabion wire
what are the Task work of different labour.?
How can you produce desired alloys and discuss their applications in daily life.
What is capicity of cap lock scffolding stander(vertical member) and ledger of different size?
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
types of laps in column
Requirement of cement, and steel 1:2:4 ratio concrete in 1128 Sqft area(Cement No of bags, steel in Kgs)
) Design a gussetted base for a column section consisting of one sc 250 with two cover plates 300 x 25 mm carrying an axial load of 2500 KN. The S.B.C. of soil is 250 KN/m2 and the permissible bearing pressure on concrete is 4000 KN.
what is derating factor in cable? what does it mean if derating factor is high/low in terms of thermal resistivity of soil?
what is meant by shear center?????
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?