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# UPPSC AE Paper-1 Quiz-10

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Question 1

Apart from gravity loads which if the following loads are also considered in the design of a gantry girder located within an industrial building?
Select the answer using the codes given below

Question 2

In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge is

Question 3

The length of prestressing tendon between the end of the member and the point where the steel attains its stress is called as;

Question 4

Which of the following is not an assumption for analysis of stresses developed in a prestressed concrete structural element?

Question 5

How does an increase in the pitch of the roof affects the amount of load that can be placed on it?

Question 6

A soil layers (P) of coefficient of hydraulic conductivity 1.2cm/s is at an angle of 350 in interface with another soil layer (Q) of coefficient of hydraulic conductivity 0.93cm/s. Compute the interface angle of the Soil layer (Q) with the normal.

Question 7

The assumptions made by Terzaghi in deriving consolidation equation are

(i) The soil is fully saturated.

(ii) Darcy’s law is valid throughout the consolidation process.

(iii) Consolidation is one dimensional only

(iv) The soil and water particles are incompressible.

Question 8

The shape of the isochrone after consolidation starts is

Question 9

Which one will be the correct bending moment diagram for the beam shown in figure?

Question 10

Statement (I): The slope of bending moment curve at a point is equal to magnitude of shear force at the same point in a beam.

Statement (II): The change in S.F. between two cross-sections of beam due to distributed loading is equal to area of load intensity diagram between the two section.

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