Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at________________?

Related Mcqs:

longitudinal bars and lateral stirrups, is__________________?

A. Stress in concrete × area of concrete B. Stress in steel × area of steel C. Stress in concrete × area of concrete + Stress in steel × area of steel D. None of these...

If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight w per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is )/(1 + sin )]_________________?

A. h = (W/Aw) [(1 – B. h = (W/Aw) [(1 + )/(1 + sin )] C. h = (W/Aw) [(1 – )/(1 + sin )]² D. h W/Aw) [(1 – )/(1 + sin )]²...

If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and c are the modular ratio and maximum stress in the configuration of concrete, the strength of column is______________?

A. cAc + m cAsc B. c(A – Asc) + m cAsc C. c[A + (m – 1)ASC] D. All the above...

An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is__________________?

A. 300 cm B. 233 cm C. 176 cm D. 236 cm...

foundation is assumed as The weight of a_____________?

A. 5% of wall weight B. 7% of wall weight C. 10% of wall weight D. 12% of wall weight...