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Design for the limit state of collapse in bending
Following assumptions are taken in the design for the limit state of collapse in bending or flexure.
Plane sections normal to the axis remain plane after bending.
The maximum strain in concrete at the outermost compression fibre is taken as 0.0035 in bending.
The relationship between the compressive stress distribution in concrete and the strain in concrete may be assumed to be rectangle, trapezoid, parabola or any other shape which results in prediction of strength in good agreement with the results of tests. For design purposes, the compressive strength of concrete in the structure is assumed to be 0.67 times the characteristic strength. The partial safety factor for material strength, equal to 1.5, is applied in addition to this.
Define Hardness - Chemical Characteristics of Water Caused by any polyvalent cations (mainly Calcium and Magnesium). Expressed as mg/l as CaCO 3 . Causes precipitates with soap
Explain Flocculation Most important factor effecting particle removal efficiency objective - to bring particles into contact so that they will collide, stick together
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Ask question #Minimum 100 Please help me to write a c program to determine strength and efficiency of single cover butt joint, lap joint, double cover butt joint . words ac
Q. Illustrate Concept of filter design? The material used for filter should satisfy the following normal criteria a. Filter material is more pervious than the base material
Explain the Driver Expectancy A fundamental component of driver information processing and perception. Drivers operate with a set of expectancies, e.g.: 1) Freeway exits wil
Question Is it true that rational process has to not be used for large catchments in estimating peak runoff ? Answer Rational process is appropriate for small catchme
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how to get shear force
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