WORKABILITY OF CONCRETE - AS PER IS-456-2000 The concrete mix proportions chosen should be such that the concrete is of adequate workability for the placing conditions of the concrete and can properly be compacted with the means available. Placing Conditions Degree of Workability Slump(mm) Blinding concrete; Shallow sections & Pavements using pavers Very low In the ‘very low’ category of workability where strict control is necessary, for example pavement quality concrete, measurement of workability by determination of compacting factor will be more appropriate than slump ( see IS 1199 ) and a value of compacting factor of 0.75 to 0.80 is suggested. Mass concrete, Lightly reinforced sections in slabs, beams, walls, columns, Floors; Hand placed pavements; Canal lining; Strip footings Low 25-75 Heavily reinforced sections in s...
Blog By Er. Navneet Kumar What is characteristic strength of concrete in flexure ? 👉Characteristic strength of concrete is the value of strength of concrete below which not more than 5 % of test results are expected to fail. It is denoted by fck. fck = fm- 1.65σ Where fm= Target mean strength & σ = standard deviation. Note- 👉Concrete is designated by characteristic cube strength of concrete at 28 days. 👉No material is truly homogeneous , so strength of similar concrete varies in different testing. 👉For most of the engineering materials ,probability is symmetrical about mean and such a curve is called Normal Probability distribution curve. ...
DEVELOPMENT LENGTH - AS PER IS-456-2000 *The development length L d. is given by 𝑳𝒅 = 𝝓𝝈𝒔/ 𝟒𝝉𝒃𝒅 Where, 𝝓 = nominal diameter of the bar, 𝝈𝒔 = stress in bar at the section considered at design load 𝝉𝒃𝒅 =design bond stress NOTES:- 1. The development length includes anchorage values of hooks in tension reinforcement. 2. Design bond stress in limit state method for plain bars in tension shall be as below Grade of concrete M20 M25 M30 M35 M45 & Above Design bond stress, N/mm2 1.2 1.4 1.5 1.7 1.9 3. For deformed bars conforming t...
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