Civil Engineering

Well if you like killing people this is the job for you you get to wear a awesome black coat and a staff that puts the staff in staff Sargent

So thats pretty much it

There are lots of types and sub-types of foundations.

* Slab. A flat slab of concrete is poured and the home is built atop it.

* Perimeter. A ring of thick concrete is poured into forms where the bearing walls of the building will later be built. Pier blocks are often used to support interior walls

* Concrete posts are set into the ground in key places around the foundation rim. The floor rests on these posts.

* Basement. This isn't a distinct type of foundation, but is noteworthy. A home with a basement typically puts the majority of its weight on massive concrete walls that extend 10 or more feet down. A slab between the basement walls helps stabilize the walls.

Required slump for pump concrete is 100 -200 mm is suitable with used of admixture

The shear strength of a dyna bolt, also known as a concrete expansion bolt, varies depending on its size, material, and the specific application. Generally, shear strength values can range from around 10 kN to over 100 kN, depending on these factors. It's crucial to consult the manufacturer's specifications and guidelines for precise shear strength values for specific dyna bolts in particular conditions. Additionally, the shear capacity can be influenced by the concrete quality and installation method.

In self primming pump, there in no need for removing the air from in the casing.

Eg piston pump

The only thing I can suggest to you is, Get twelve stones pile them up & see.

The best place to buy Steel products, including I Beams is from your local industrial supplier. You can check in your countries phone listings or search for them online. They will be able to source any material to suit your requirements from their network of manufacturers.

Yes, it is possible to calculate.

for thin cylinder the thickness to diameter ratio should be less than 0.07

It's just a type that dries/hardens faster than the regular version.

M40

12d is 12 dimensions

Wilson Dam

Norris Dam

yes

15000 code books are availble in civil engineering

rome

The foundational or floating structure supporting the road surface portion of a bridge.

It is same as DLP ie Defect liability period, which is generally 12 months from the completion period of any project.

I believe it is related to 'demi-pile,' a French term for a ballet dance move. The latter probably a 'short' version of the grand-pile.

revent is a blue twig used for picking your nose

First, Manning's roughness coefficient is dimensionless. Second, usually unfinished concrete is assigned an n value of 0.014 whereas finished concrete is assigned an n value of 0.012.

Tie. Beam is a member which is in tension in a frame

The pipe diameter doesn't matter. If the pipe is discharging a cubic foot per second then it will discharge 86400 cubic feet in a day, because that is the number of seconds in one day. One acre foot is 43560 cubic feet, so the pipe discharges 86400/43560 ~= 1.98 acre feet. On the other hand, if you meant to say the water velocity exiting the pipe is 1 foot per second (not one cubic foot per second), then, assuming you have the average water velocity, you need to figure the flow rate first. The pipe has a radius of 2 in. so its cross sectional area is pi*r^2 = pi*4 ~= 12.57. So a volume of 12.57 in.^2 * 12 in. is discharged per second, which is ~ 150.80 in.^3 or about 0.09 cubic feet. From there it's the same as above. On the other other hand, if your water velocity is not the average over the cross sectional area but instead a point velocity, say at the middle of the stream of water, then you need to figure the average velocity. You'll need a hydraulics book with pipe roughness coefficients for that.

Stirrups in reinforcement are also commonly referred to as "ties." They are used in reinforced concrete to provide confinement and support to vertical reinforcement bars (rebar), helping to maintain the structural integrity and resist shear forces in beams and columns.