RCC Structures Design Post tensioning system Is economical for large spans and is adopted now a days Was widely used in earlier days None of these Is not economical and hence not generally used Is economical for large spans and is adopted now a days Was widely used in earlier days None of these Is not economical and hence not generally used ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is 45° 30° 60° None of these 45° 30° 60° None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member is preferred because Large size of long beams carrying large shear force need not be adopted All listed here Removal of cracks in the members due to shrinkage Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted All listed here Removal of cracks in the members due to shrinkage Its dimensions are not decided from the diagonal tensile stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 8.5 5.8 7.5 0.87 8.5 5.8 7.5 0.87 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is 176 cm 300 cm 233 cm 236 cm 176 cm 300 cm 233 cm 236 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as Drop panel Top of the column Capital Supporting end of the column Drop panel Top of the column Capital Supporting end of the column ANSWER DOWNLOAD EXAMIANS APP
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