RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Fixed end Mid span and fixed support Mid span Free end Fixed end Mid span and fixed support Mid span Free end ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 28 d 38 d 48 d 58 d 28 d 38 d 48 d 58 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory (wx/wy) = (ly/lx) (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx)⁴ None of these (wx/wy) = (ly/lx) (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx)⁴ None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken All listed here L/36 for interior panels without drop L/32 for end panels without drops L/36 for end panels without drops All listed here L/36 for interior panels without drop L/32 for end panels without drops L/36 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve A straight line A circular curve An elliptical curve A parabolic curve A straight line A circular curve An elliptical curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed 412,000 kg None of these 41,200 kg 4,120 kg 412,000 kg None of these 41,200 kg 4,120 kg ANSWER DOWNLOAD EXAMIANS APP
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