Answer Posted / rajesh.d.v.s.p.
(Ly/Lx) ratio is grater then two the slabs are called one way slabs. in most of the times these slabs are rectangular.
(Ly/Lx) ratio is less then two the slabs are called one way slabs. in most of the times these slabs are square.
| Is This Answer Correct ? | 14 Yes | 10 No |
Post New Answer View All Answers
we have a bore well 275 depth & water is deliver at distance of 1000 feet from the borewell here iam not include the distance of depth and the deliver water horizontally at our reserviour tank on ground level
Is there any course for billing available in Mumbai? If yes then please mail me the details..
is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.
How do you maintain water pressure?
how to calculate the dry wt of sand and cement for a required design mix?for ex:M20
How can explode a block?
what is spacing of wallar support of 3m column. the thickness of column is 0.25 m.
what happening if we casting HV shunt reactor foundation pad at 50cm height different time (One day difference)
find the discharge of water through a horizental venturimeter having 400mm dia at the inlet main and 150mm dia at thorat.if the diffrential gauge between inlet and thorat shows a pressure head of 25cm mercury. assume coefficient discharge 0.98 and specfic gravity of mercury as 13.6.
what is the dimensions of river sand truck trailer or trolly ?
How much permissible bearing capacity requires for open footings(isolated) and what type pile foundatuon prefering for coastal areas?
what is thumb rule for calculating the size of ISMB required for a particular length of span
How to calculate volume of concrete & steel on tank foundation & ring wall ?
how i get all type of short type question answer about civil engg
What should be the maximum allowable time for placing ready mix concrete? The specification requires concrete placement within 90 minutes of batching at the plant. What is the significance of this 90 minutes & should this be used as a rejection criterion? What effects does the concrete has after that time period?
