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QUESTIONS

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²
21.5 kg/cm²
8.3 kg/cm²
7.6 kg/cm²

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Heat Transfer
Heat transfer rate per unit area is called

thermal conductivity
thermal diffusivity
heat transfer co-efficient
heat flux

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RCC Structures Design
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at

Less loaded column
More loaded column
A point of zero shear force
A point of the maximum shear force

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here
Tension is resisted by tension steel
Stress in tension steel equals the stress in compression steel
Compression is resisted by compression steel

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Heat Transfer
Log mean temperature difference (LMTD) cannot be used, if

none of the listed here
heat transfer co-efficient over the entire heat exchanger is not constant
the heat capacity is not constant and there is a phase change.
there exists an unsteady state

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