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Q): The shape of the idealized stress-strain curve for concrete as prescribed by IS 456-2000 is
Q): The effect of creep on modular ratio is
Q):In limit state design, the limiting value of depth
Q):Deflection can be controlled by using the appropriate
Q): The modulus of rapture concrete gives
Q): Standard cubes of a concrete mix are tested for compressive strength, which is observed to be 36MPa.Approximate flexural strength (MPa) of this concrete according to formula provided in IS 456 will be
Q):What will be the approximate value of elasticity modulus (MPa) concrete of strength 25 MPa
Q): In the limit state design of concrete structure the strain distribution is assumed to be
Q): The term 'Characteristic load' means that load that has a probability of not being exceeded during the life of the structure is equal to
Q): For reinforced concrete members totally immersed in seawater, the additional cover thickness recommended by the CODE is
Q):The minimum thickness of a reinforced concrete wall should be
Q):The minimum grade of reinforced concrete in sea water as per IS 456:2000 is
Q): The value of ultimate creep coefficient for concrete
Q):Partial safety factors for concrete and steel respectively may be taken as
Q): According to IS 456-1978 the flexural strength of concrete is
Q): The permissible shear stress in concrete depends upon
Q): The Indian standard code of practice for plain and reinforced concrete is
Q): Under constant load, the Creep strain in concrete is
Q):The characteristic compressive strength of M30 grade concrete as per IS:456:2000 is
Q):As per IS 456:2000, in the value absence of test data the approximate value of the total strain for design may be taken as
Q): If the area of tension reinforcement provided is less than that required for a balanced section, then the RCC beam is called
Q):Mild steel used in RCC structure conforms to
Q):Coefficient of wind resistance of a circular surface
Q): The minimum quantity of cement content needed in on m3 of a reinforcement concrete which is exposed to sea weather conditions is (in kg)
Q):The partial factor of safety for concrete as per IS:456-2000
Q): In the limit state method the design stress in steel is (UKSSSC JE 2020 SHIFT-II EVG.)
Q): The tensile yield strength of a solid E 250 (Fe410) grade steel plate of size 220 mm x 12 mm is (UKSSSC JE 2020 SHIFT-II EVG.)
Q): In the limit state method of design using Tor steel (Fe415 bars), the maximum depth of neutral axis for a balanced rectangular section of effective depth 500 mm, is (UKSSSC JE 2020 SHIFT-II EVG.)
Q):TOR stands for (UKSSSC JE 2020 SHIFT-II EVG.)
Q): In the limit state method of design, the maximum strain at the outermost fiber is (UKSSSC JE 2020 SHIFT-II EVG.)
Q): The safe load carried by helical reinforced column is
Q):The centroid of a solid circle whose diameter 'd", is
Q): The end conditions of a normal column is
Q): The dowel bars are used in rigid pavements for
Q):The 28 days characteristic compressive strength of M25 grade concrete is
Q): If the depth of the neutral axis more than the critical neutral axis, the section is
Q):As per IS 456:2000, the maximum free water cememnt ratio for M25 grade reinforced cement concrete is
Q):A circular beam having an area of 100 cm2 is subjected to a shear force of 10 kN. The shear stress, is
Q): For columns, the spacing of longitudinal bars measured along the periphery shall not exceed
Q): The loads which are temporary placed on the structure is
Q):As per IS 456:2000. the maximum free water cement ratio for M20 grade reinforced
Q): The purest form of iron
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