42851. According to load factor method, the permissible load W on a short column reinforced with longitudinal bars and lateral stirrups, is

42852. In a cantilever retaining wall without a heel slab

42853. The design of heel slab of a retaining wall, is based on the maximum bending moment due to:

42854. A per IS : 1343, total shrinkage for a pretensioned beam, is

42855. The Young's modulus of elasticity of steel, is

42856. The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

42857. In a simply supported slab, alternate bars are curtailed at

42858. The diameter of main bars in R.C.C. columns, shall not be less than

42859. The breadth of a ribbed slab containing two bars must be between

42860. The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

42861. For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

42862. In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2, nominal reinforcement is provided at a pitch of

42863. In a singly reinforced beam

42864. A pre-cast pile generally used, is

42865. On an absolutely rigid foundation base, the pressure will

42866. As per IS : 456, the reinforcement in a column should not be less than

42867. If the bearing capacity of soil is 10 tonnes/cm2 and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

42868. 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

42869. The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

42870. In a combined footing if shear stress exceeds 5 kg/cm2, the nominal stirrups provided are:

42871. The maximum area of tension reinforcement in beams shall not exceed

42872. As per I.S. 456 - 1978, the pH value of water shall be

42873. The minimum number of main steel bars provided in R.C.C.

42874. Post tensioning system

42875. Father of Malayalam film:

42876. The --------------served as a corridor between the Carnatic and the Malabar Coast.

42877. Early name of Mohammed Ali,America professional boxer and activist

42878. The present Vice Chairman of Kerala State Planning Board:

42879. ”Ace against Odds”is the autobiography of:

42880. One Netwon force equals

42881. In S.I. system, the symbol for density is

42882. ”Big Bang”theory is associated with:

42883. The thickness of a micron, is

42884. The fundamental units in S.I. system, are the same as that of

42885. Lowest layer of Atmosphere:

42886. 100 kN/m2 pressure is equal to

42887. The solid angles are measured in

42888. 10-12, is called

42889. Ezhava Memorial was submitted to:

42890. The intensity of pressure at a certain place is 1 kg (f)/m2, the intensity of pressur e in SI units will be

42891. If α is the angular acceleration of a body of moment of inertia I, the torque is

42892. In SI units, moment is expressed as

42893. Angular acceleration is expressed as

42894. One Newton force produces an acceleration of

42895. Hertz (Hz) is used to express

42896. Candela (Cd) is used to express

42897. The unit kg/m3 is used for

42898. The fundamental units in S.I. System are :

42899. The bar used for defining the standard metre at the International office of weights and measures at Sevres near Paris, is composed of

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