महाराष्ट्र अभियंता सेवा (स्थापत्य) गट अ २०१३ पूर्व परीक्षा

What do three hinges in an arch make it ?

Where is the bending stress on a beam section zero ?

What is the shape of influence line diagram for the maximum bending moment in a simply supported beam under udl ?

The profile of the centroid of the tendon is parabolic with a central dip 'h', effective prestressing force 'p' and the length 'L'. What is the equivalent upward acting uniform load ?

In the limit state design, the maximum limit on redistribution of moments in statically indeterminate beam is :

What should minimum width of lacing bar be if the 20 mm rivets are used in lacing bars?

What is Kanis method based on ?

What will be the circumferential stress developed in case of thin cylindrical pipe with diameter 'd' and thickness 'ť', subjected to internal pressure 'p' ?

What can effectively counter balance uniformly distributed load on entire span on a prestressed concrete beam ?

The ratio of the plastic moment capacity to the yield moment of a section is always :

What is the minimum percentage of reinforcement in R.C. Slab with (HYSD) bars ?

The partial safety factor applied to the reinforcement in the design of RC structures in the limit state of strength is 

The flow net of earth dam gave the distance to the directrix from the focus as 5 m and coefficient of permeability of soil is 3 x 10^-3 cm/s. What is the quantity of seepage per unit length of dam in m/s ?

A circular pile of 30 cm diameter and 7 m length passes through a recently fille material of 3.5 m depth. The unconfined compressive strength of the soil is 60 kN/m². The -ve skin friction of the pile is :

Match the pairs for safe bearing capacity :

Match the following:

What are the factors influencing cost of soil investigation ?

(a) non uniformity of layers

(b) undisturbed sampling

(c) depth of exploration
(d) nature of project

Answer options : 

While carrying out stability of slopes, by using the method of slices, it was noticed that for a 10 m high slope, the length of circular arc was 30 m. The sum of shearing forces 500 KN and unconfined compressive strength of soil was 30 kN/m². Assuming unit weight of soil as 20 kN/m³ what will be the factor of safety with respect to cohesion ?

In which method of site exploration, soil and rock formations are broken by repeated blows of heavy chisel or bit suspended by a cable or drill rod ?