Answer OptionsCorrectQ.NOQuestion/StatementAnswerAВDPlain cement concrete can able to1resistBendingCompressionShearTorsion2 times the3 times the5 times the10 times theMaximum spacing of the main bar in the slabisthickness ofthickness ofthickness ofthickness ofslabslabslabslabThe minimum number of bars in rectangular314column is4Long column generally fails byCompressionTensionBucklingDeflectionThe percentage of reinforcement in thepedestal column is0.8%0.15%5.0%6.0%A column is said to be reinforced concreteL< 3BL2 3BL=0L>12Bcolumn ifThefoundationissaidtobedeep7whenDrBD=DD=0The withdrawal of moisture content of theIncrease inAll answersSegregationShrinkagefoundation soil leads tovolumeare wrong

1- option C compression 2- option B 3 times the thickness of slab 3- option D. Four 4-…

Plain cement concrete can able to 1 resist Maximum spacing of the main bar in the slab is The minimum number of bars in rectangular column is 3 4 Long column generally fails by The percentage of reinforcement in the 5 pedestal column is A column is said to be reinforced concrete column if 6 is said The foundation when to be deep 7

Plain cement concrete can able to 1 resist Maximum spacing of the main bar in the slab is The minimum number of bars in rectangular column is 3 4 Long column generally fails by The percentage of reinforcement in the 5 pedestal column is A column is said to be reinforced concrete column if 6 is said The foundation when to be deep 7

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

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A rectangular concrete beam has a width of 300mm and an effective depth of 550mm. The cantilever beam is loaded as shown. Assume f = 21 MPa and fy = 312 MPa. Compression reinforcement if necessary shall be placed at a depth 80mm from the outermost compression concrete. Determine the required number of 25mm tension bars. Draw the details of the rectangular beam. 20 kN/m 3 m 2 m 2 m 40 kN
Design the slab reinforcement if the maximum positive moment is Mup= wul2/11 and the maximum negative moment is Mun= wul2/10. Given: Superimposed dead load = 4.76 kPa Live Load = 1.9 kPa Weight of slab = 3.45 kPa Thickness = 150 mm Length = 23.8 m Span = 3m
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Using IS 456