महाराष्ट्र अभियंता सेवा (स्थापत्य) पूर्व परीक्षा २०१५

As per IS 456 : 2000, the vertical deflection limits for a cantilever may generally be assumed to be satisfied provided the effective span to effective depth ratio is not greater than : 

'D' is a weightless ring 'E' is a frictionless pulley. Calculate tension cable AB

Determine force in member 'AB' of truss :

Asymmetric I-section is used as a cantilever beam. It has to carry a point load at cantilever end in addition to its own wt. Which of the following statements are correct?
(a) Flexural tensile stresses will act at bottom fibre and flexural compressive stresses will act at top fibre of the section.
(b) Flexural tensile stresses will act at top fibre and flexural compressive stresses will act at bottom fibre of the section.
(c) Maximum shear stresses will act at junction of flange and web, and zero at neutral axis of the section.
(d) Maximum shear stresses will act at neutral axis of the section.

Consider that a steel bar of diameter 'd' is embedded in a large concrete block. If length of bar embedded in concrete is 'L' and bond strength between concrete and bar is, what maximum force can be applied on the bar ?

A RCC beam of width 300 mm and effective depth 600 mm is made up of concrete with For reinforcement provided and grade of concrete used Factored shear force acting on the beam is 400 KN. Shear reinforcement shall be designed for _______.

C and E are internal hinges.

Calculate reaction at D.

A two way slab is defined as :

For a simply supported two way slab with corners held down, area of steel required in short direction for maximum B.M. is 400 mmand in long direction 300 mm². The torsion steel required at the corners shall be : 

An element has a tensile stress of 6 MPa and a compressive stress of 4 MPa acting on two mutually perpendicular planes with two equal shear stresses of What is the principal tensile stress acting ?

The equation of a three hinged parabolic arch with origin at its left support is y=x-(x²/40). The span of the arch is 48 m. The arch is carrying a uniformly distributed load of 20 kN/m over left half of the span. The horizontal reaction at the support:

Consistent displacement or compatibility condition means :

A column carrying axial load of 1000 KN is to be designed for effective length of 4.50 m and cross-section 300 x 600 mm. As per IS 456-2000 the column should be designed as :

Isochrone depicts :

A saturated sand becomes “quick” or “alive" when the hydraulic gradient is approximately equal to : 

Terzaghi demonstrated the spring analogy theory to understand the mechanics of :

Static penetration test is covered under which IS code ?

A pile foundation is used when : 

Clay mineral kaolinite is formed due to chemical weathering of:

As per Indian standard compaction test, which are the respective values of weight of rammer and its falling height for heavy compaction ?