RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at 35° 55° 25° 45° 35° 55° 25° 45° 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
RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to Area of the section Moment of the beam section about its neutral axis Distance of the C.G. of the area from its neutral axis Shear force Area of the section Moment of the beam section about its neutral axis Distance of the C.G. of the area from its neutral axis Shear force ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept 4.5 m 4.1 m 4.0 m 4.7 m 4.5 m 4.1 m 4.0 m 4.7 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is 40 25 30 35 40 25 30 35 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus Triangular load of the wall UDL of wall Triangular load + load from the roof UDL of wall + load from the roof Triangular load of the wall UDL of wall Triangular load + load from the roof UDL of wall + load from the roof ANSWER DOWNLOAD EXAMIANS APP
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