RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 12 legged 6 legged 10 legged 8 legged 12 legged 6 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is 20 cm 25 cm 30 cm 35 cm 20 cm 25 cm 30 cm 35 cm 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 Shear force Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis Area of the section Shear force Distance of the C.G. of the area from its neutral axis Moment of the beam section about its neutral axis ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed 0.15 % 6 1 4 % 0.15 % 6 1 4 % 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
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is 35 20 30 25 35 20 30 25 ANSWER DOWNLOAD EXAMIANS APP