Answer Posted / venkadeshwaran

In WSM the factor of safety of concrete is assumed to be 3 and factor of safety of steel is 1.8,so that it requires more percentage of steel and also in WSM the concrete and steel have a linear variation in elastic property.It is one of the main reason for failure of this method.
In LSM the factor of safety of concrete is assumed to be 1.5 and factor of safety of steel is 1.15.so that the percentage of steel rods used is very less when compared to the WSM.

can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now

2159

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Tell me about triple point of water.

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Determine the production capacity of a treatment plant for a city of 1,250,000 population. Assume the specific consumption per capita of 15ol/c/d, non-domestic water use of 30,000,000 m³/year, and UFW of 12%.

1103

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why we create short columns under grade slab?

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the volume of cement req for 70cum of brickwork in 1:6 cement mortar is approx is equal to 3cum 5cum 7cum 1ocum

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3628

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How many types of slabs are there & how to design it?

1295

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How good are the Weinerberger Porotherm bricks that are being used in construction in Chennai, India. Its being used in non load bearing walls and has a compressive strength greater that 35 kg/cm^2 and a density of approx.694 - 783 kg/m3.

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Any strength is a stress but any stress is not strength

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what are the types of design? which type of method is used at what type of design & why?

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Doul Bar reinforcement and details of drawing.

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though u r a civil engineer, y r u interested in tcs???

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can stub column take the load as main column

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What is the primary difference between adsorption and absorption?

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