why construction joint in
the slab should be l/3 of
span? what's the technical
reason for that?
Answer Posted / deepak katyal
Construction joints have been provided at 1/3 point of span
on the basis that moment is least there.
| Is This Answer Correct ? | 20 Yes | 2 No |
Post New Answer View All Answers
What is difference between code and standard and specification?
please send me bhel questions on rupesh.017@rediffmail.com
explain five benefits of using standard terminology in the measurement process?
acceptance criteria for concrete works
Wats the formula of eccentric footing and how was calculated from concrete qty
how do we design mix ratio?
how to calculate rate analysys of 1:6 plastering 10 sq m
For The preparation of goverment examination Which book i will prefer and by which way i will do the preparation for exam.
Difference between pre-tensioning and post-tensioning.
Civil engineering related
sir I got selected in rail vikas nigam limited and they call for interview but i don't what they will ask in interview please guide me if you have any experience
What is the diameter of the 3"inch nails?
Explain what is progress payment?
Sometimes the side of concrete bridges is observed to turn black in color. What is the reason for this phenomenon?
how many type of admixtures for water stored structure?