RCC Structures Design The effective width of a column strip of a flat slab, is Radius of the column One-fourth the width of the panel Half the width of the panel Diameter of the column Radius of the column One-fourth the width of the panel Half the width of the panel Diameter of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve A circular curve An elliptical curve A straight line A parabolic curve A circular curve An elliptical curve A straight line 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) None of these (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx)⁴ (wx/wy) = (ly/lx) None of these (wx/wy) = (ly/lx)² (wx/wy) = (ly/lx)⁴ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 15 mm 5 mm 10 mm 7.5 mm 15 mm 5 mm 10 mm 7.5 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than 50 35 30 40 50 35 30 40 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Mid span and fixed support Mid span Fixed end Free end Mid span and fixed support Mid span Fixed end Free end ANSWER DOWNLOAD EXAMIANS APP
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