where is shear stress max and min in rcc beams?
Answer Posted / devineni
max at end span min at center of rcc beam
| Is This Answer Correct ? | 20 Yes | 0 No |
Post New Answer View All Answers
what is mail role & relationship between senior Civil engineer to consultants , Construction manager ,project manager, project engineer ,Technical engineer & qa/qc engineer ? what is the responsibilites of Senior Civil Engineer?
What is pre-stressed concrete?
what are the changes in concrete pour height as per IS 456, 2009?
i am completed my b.tech EEE in 2009,,,iam trying the job 3+ for AUTO CAD (ELECTRICAL),, what is the market for autocad electrical in hyderabad... how to handle the intervws give some suggestions ?
Which are the top apps for you civil engineering?
Is it worthwhile to carry out tests on particle density of soil particles for geotechnical design?
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
Draw a neat sketch showing the 'throat' of a welding in a plate girder ?
what is the weight of 10mm,20mm,40mm aggregate
What is the life of anaerobic Digester if it is used for municipal solid waste digetion.
Dear Sir I Mahesh C. Bhamre have already given a Exam for Superintendent Officer / Public relation Officer Exam Dharmday Aaukta held at Nashik on Date 29/08/2010. My seat no was 5040247. and my cell no is 9822677994. and my mail Id is - mahesh.bhamre@rediffmail.com So can you pl send me details of result of respective exams. Thanking you in Anticipation.
can any one give me sample question paper of BHEL at mdansari86@gmail.com as i m appearing for the same exam.
What are the responsibilities of a site manager?
why do we not deduct volume of steel to find actual volume of concrete in practical???
Why Is Propping Required For Long Structures Once The Form Work Is Removed?