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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.
earth dam design and its force
HSC approved codes of pratice
Q. How can a temporary diversion to laid a cross flowing river in case of disruption to rail traffic over a major bridge lasting over 6 months. Ans.- Temporary diversion
WHAT ARE THE ADVANTAGES AND DISADVANTAGES OF TIMBER FOR CIVIL ENGINEERING
cooke''s reversable level
Ask question #Minimum 100 words accepted2812539076# you
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The classification as soft wood and hard wood has commercial significance. The difference between soft wood and hard wood is described below: The color of soft wood is light
Compass surveying
Question What is main importance of geotextiles and sand in reclamation works? Answer For geotextiles used in recovery, they serve mainly subsequent two purposes
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