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Type K cement is slightly expansive and helps reduce the shrinkage issues associated with normal cement in concrete mixes. Cement fondu is an accelerated cement that provide concrete higher earlier strength. It does not specifically compensate for shrinkage
An aquifer is natrually made and a aqueduct is man made channel of pipes
When a building in an earthquake leans over far enough the force of gravity starts to act on the portion offset from the initial position of the building pulling it down further. That extra pull is called a p-delta effect The P-delta effect also refers to the second order (i.e. non-linear) effect of forces on the structure. As a results of the displcement, the stiffness changes, which in turn changes the force to be different than the linear analysis. In a linear analysis, a stiffness matrix K can be defined such that d = K*f where f is the vector of forces and d is the vector of displacements. In a P-delta analysis, there are additional non-linear effects, whether based on iteration or an closed for m solution.
QST rebars:The acronym 'QST' stands for 'Quenched & Self Tempered' reinforcement steel bars. In hot rolling mills the steel bar is passed through a high pressure water quenching system whereby only the peripheral temperature is drastically reduced while the core remains largely unaffected. On leaving the specially designed quenching system, the core heat tempers the peripheral martensite that was formed during quenching. This results in a rebar with a soft core and a uniform hardened tempered martensite periphery - a rebar with high yield strength but with extremely good ductility. Such rebars are ideal for use in high hazard seismic areas.These bars are produced in bar rolling mills by use of the globally proven and accepted THERMEX Quenching System and Technology of M/s HSE Germany.In the Indian Region comprising India, Nepal, Bhutan, Bangladesh, Myanmar, Pakistan and Sri Lanka, M/s H&K Rolling Mill Engineers Pvt. Ltd., Mumbai (H&K India) have been given perpetual exclusive rights by HSE Germany to Licence, sell, market, install and commission the unique THERMEX Quenching Systems. As on 1 April 2013, H&K India has received orders for nearly 200 Thermex Systems to be set up in rolling mills - of which about 29 were under excecution. The installed capacity of Thermex QST rebars in India alone is over 14 million tonnes (65% market share). Each Thermex Licensee in Indian Region is subject to strict quarterly audit. Qualified QST engineers visit each Licensee to ensure that the rebar properties are as per the strict standards laid down by HSE Germany and H&K India besides meeting the Standrards of the country.The Thermex 500 QST rebar meets most global standards and codes and is widely accepted by leading users of rebars because of the uniform properties obtained from the various Thermex Licensees.In India, the registered trade mark/name THERMEX is owned by H&K India as per permission given by HSE Germany.Unfortunately, in India, these QST rebars are incorrectly referred to as 'TMT' bars. 'TMT' is an acronym for Thermo-Mechanically Treatment even though no mechanical treatment is involved in the process. This has lead to a number of improper 'TMT' rebars being sold in India with non-uniform tempered martensite periphery at the rebar cross-section - encouraged by this non-uniformity "not being a ground for rejection" as per latest rebar code IS:1786-2008!For further information you may contact R. K. Markan at handk.india@gmail.com
You have to know that the slenderness ratio only takes into account the shape of the column. So because of that, the slenderness ratio is the same for steel, aluminium, wood, etc. The formula KL/r where K is the equivalent length factor, L the length of the column and r the radius of gyration which is sqrt(I/A), should always stay under 200. If not, you must redesign...
about 1500 yards
Imre Biczo k has written: 'Concrete corrosion, concrete protection'
The abbreviation for a kilometre is km, not k. 1 km = 1093.613 yards (to 3 dp)
A. K. Tovey has written: 'In situ concrete building speeds to completion' 'Concrete masonry for the contractor' -- subject(s): Concrete blocks 'Model specification for concrete masonry' -- subject(s): Standards, Concrete blocks, Concrete construction
K. P. Dellos has written: 'Legkie betony v mostakh' -- subject(s): Concrete Bridges, Lightweight concrete, Concrete bridges
J. K Nesbit has written: 'Structural lightweight-aggregate concrete' -- subject(s): Lightweight concrete
Kirill Baru goes by K-Dawg, K-Rail, and KROQ.
P. K. Mehta has written: 'Concrete' -- subject(s): Concrete 'Discrete analysis methods in mechanics of deformable solids'
K. Chandrashekhara has written: 'Analysis of Thin Concrete Shells' 'Theory of plates'
0.75 (kJ/kg K) is the specific heat of concrete
R. K. Kinra has written: 'A computer-aided system for the analysis, design and checking of concrete structures' -- subject(s): Numerical analysis, Concrete construction
40 kilometres is 24 miles 1504 yards