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[[Category:Notice and warning templates]] to the <includeonly> section at the bottom of that page. Otherwise, add <noinclude>[[Category:Notice and warning templates]]</noinclude> to the end of the template code, making sure it starts on the same line as the code's last character.
Template:Resolved/See also, the smaller family of thread-level hatnote templates, similar to the above but with a box around them; any template above can be converted to one of those with {} Template:Table cell templates/doc, the family of table-specific templates that work only in tables; Category:Image with comment templates
If an editor continues to vandalize after a Level 4 warning or Level 4im warning, they should be reported to Administrator intervention against vandalism. An administrator will then review their edits and determine if a block is required. Level 1 – A notice – Assumes good faith. Generally starts with "Welcome to Wikipedia" or some variant.
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There are 4 levels of template for editing actions that can be considered vandalism. For editing actions that can include severe or gross examples of vandalism, a level 4im template is also included in the template series. Level 1 – A notice – Assumes good faith. Generally includes "Welcome to Wikipedia" or some variant.
The law states the strength of a concrete mix is inversely related to the mass ratio of water to cement. [1] [2] As the water content increases, the strength of concrete decreases. Abrams’ law is a special case of a general rule formulated empirically by Feret: = / where S is the strength of concrete A and B are constants and A=96 N/mm2, B=7 ...
The ultimate strength of concrete is influenced by the water-cementitious ratio (w/cm), the design constituents, and the mixing, placement and curing methods employed.All things being equal, concrete with a lower water-cement (cementitious) ratio makes a stronger concrete than that with a higher ratio. [2]
In the UK, ready-mixed concrete is specified either informally, by constituent weight or volume (1-2-4 or 1-3-6 being common mixes) or using the formal specification standards of the European standard EN 206+ A1, which is supplemented in the UK by BS 8500. This allows the customer to specify what the concrete has to be able to withstand in ...