Please enter your mail id before submitting to get the correct answers on your mail.1. For a saturated cohesive soil, a triaxial test yields the angle of internal friction as zero. the conducted test is Consolidated drained test Consolidated undrained test Unconfined compression test Unconfined undrained test2. Modulus of elasticity of concrete is calculated (as per IS456) by Secant modulus Tangent Modulus Initial Tangent modulus none of above3. Two air pollution control devices that are used to remove very fine particles from gas are Cyclone and venturi scrubber Cyclone and scrubber Electrostatic precipitator and fabric filter Settling chamber and tray scrubber4. The possible location of shear centre of the channel section shown below is P Q R S5. A conventional flow duration curve is a plot between Flow and % time flow is exceeded Duration of flooding and ground level elevation Duration of water supply in a city and proportion of area recurring supply exceeding this duration. Flow rate and duration of time taken to empty of a reservoir at that flow rate.6. A steel section is subjected to a combination of shear and bending action. The applied shear force is V and shear capacity of the section is Vs. For such a section, high shear force (as per IS 800-2007) is defined as V > 0.6 Vs V > 0.7 Vs V > 0.8 Vs V > 07. In reservoir with an uncontrolled spillway the peak of the plotted outflow hydrograph Lies outside the plotted inflow hydrograph. Lies on the recession limb of the plotted inflow hydrograph. Lies on the peak of the inflow hydrograph. is higher than peak of the plotted inflow hydrograph.8. The dimension for kinematic viscosity is L/MT L/T^2 L^2/T ML/THint9. is equal to ∞ -∞ 0 110. The following statements are related to temperature stress developed in concrete pavement slab with four edge (without any restrain) P : The temperature stress will be zero during both day and night time if the pavement slab is considered weight less. Q. : The temperature stress will be compressive at the bottom of the slab during night time if the self weight of the pavement slab is considered. R : The temperature stress will be compressive at the bottom of the slab during day time if the self weight of the pavement slab is considered. The true statement(s) is(are) P only P and Q only Q only P and R onlyBe sure to click Submit Quiz to see your results!Please enter your mail id to get the correct answers on your mail. (We don't misuse or display your mail id to anyone) Name Email 00 Steel Construction Part AConcrete and Reinforcement0 CommentsLeave a reply Click here to cancel the replyYou must be logged in to post a comment.