Design of R.C.C. cantilever beams, is based on the resultant force at – McqOptions

MCQOPTIONS

1.	Design of R.C.C. cantilever beams, is based on the resultant force at
A.	fixed end
B.	free end
C.	mid span
D.	mid span and fixed support.
Answer» B. free end

Discussion

No Comment Found

Related MCQs

If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendonto be provided should be.
If is the overall height of a retaining wall retaining a surcharge, the width ofthe base slab usually provided, is
If the length of an intermediate span of a continuous slab is 5m, the length of the endspan is kept
If the modularratio is , steel ratio is and overalldepth of a beam is , the depth ofthe critical neutral axis of the beam, is
Steel bars are generally connected together to get greater length than the standardlength by providing
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm2, thebeam
longitudinal bars and lateral stirrups, is
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm2 , safe shear stress 5 kg/cm2 and B.M. 24 mt,
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of -stressed load P. The net downward load at the centre is
If is weight of a retainingwall and is the horizontal earth pressure, the factor of safety against sliding, is