RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 15 cm 5 cm 10 cm 20 cm 15 cm 5 cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than 42 diameters from the inner edge of the column 42 diameters from the outer edge of the column 24 diameters from the centre of the column 42 diameters from the centre of the column 42 diameters from the inner edge of the column 42 diameters from the outer edge of the column 24 diameters from the centre of the column 42 diameters from the centre of the column 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 60° 30° None of these 45° 60° 30° None of these 45° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/15th of span 1/25th of span 1/20th of span 1/30th of span 1/15th of span 1/25th of span 1/20th of span 1/30th of span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor) M/100Q M/10√Q √(M/100Q) √(M/Q) M/100Q M/10√Q √(M/100Q) √(M/Q) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to Longitudinal central axis Neutral axis of the beam Tensile reinforcement Tensile edge Longitudinal central axis Neutral axis of the beam Tensile reinforcement Tensile edge ANSWER DOWNLOAD EXAMIANS APP
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