Employability Test

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Employability Test

1) What is the allowable crack-width in given structural reinforced concrete member ?
2) The "Response Reduction Factor (R)" that shall be considered for a Framed Structure which is to be rested in Seismic Zone II is ?
3) Choose the correct statement
4) What is the maximum reinforcement that shall be provided in a Reinforced Concrete Beam as per IS 13920 2016 ?
5) For a building of 16m tall which is to be rested Seismic Zone II, the type of the analysis that shall be performed is ?
6) What is the minimum clear cover that shall be provided to a slab when the main reinforcement bar that is used inside the slab is 8mm dia. ?
7) What is the minimum eccentricity to be considered for a column of dimension 300mm x 300mm of effective length 3m ?
8) Why do we define Mass Source in ETABS?
9) Why do we provide a shear wall in a building ?
10) When designing a building, The story drift of any floor shall not exceed ___ times the story height of the building ?
11) The bending moment at the support end of a cantelever beam is ?
12) What is the imposed load that is to be considered on un accessible terrace as per Indian standard codes ?
13) The percentage of critical damping that shall be considered while designing RCC structure is ?
14) Which code is referred to achieve the ductility in RC structural elements in India?
15) Which code is referred to design RC structures in India ?
16) To account the stiffness of the structural slab in the analysis, the modeling type of the slab in ETABS is ?
17) In the equation Vz = Vb*K1*K2*K3*K4 with respect to the code IS 875 part 3 2015, K4 stands for ?
18) The density of the material Reinforced Cement Concrete is ?
19) Choose the correct statement
20) Choose the correct statement
21) What is the maximum allowable deflection for a structural element after the erection of floor finish, partition walls & etc. as per IS 456 2000 is ?
22) As per IS 456 2000 the permissible lateral sway at of the building under wind load shall not exceed ?
23) The required span to depth (L/d) ratio for a simply supported reinforced concrete beam with the span of 8m is ?
24) What is point of contraflexure ?

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