# Mechanical Engineering MCQs

Mechanical Engineering MCQs

Analyzing the Fixed Beam MCQs

Solved MCQs of Analyzing the Fixed Beam in Mechanical Engineering.
Which have not the units?
(A). Specific gravity
(B). Specific weight
(C). Specific volume
(D). Mass density
(E). None of these

The “e” denotes_____ in the engineering properties of soils.
(A). Compressibility
(B). Voids ratio
(C). Porosity
(D). Water content
(E). None of these

Find the maximum bending moment in a beam of 6 meters long is fixed at its end. A udl of 5 kN/m Is carried by it.
(A). 15 kNm
(B). 40 kNm
(C). 35 kNm
(D). 20 kNm
(E). None of these

The serpentine curve is ____?.
(A). Reverse curve
(B). Transition curve
(C). Circular curve
(D). Lemniscate curve
(E). None of these

Glacier deposit of clay, gravel, or sand is ____.
(A). Tull
(B). Till
(C). Loess
(D). Mart
(E). None of these

Used in foundation ______ is bearing capacity of the laminated rocks?
(A). 1620 kN/m2
(B). 1450 kN/m2
(C). 1785 kN/m2
(D). 2125 kN/m2
(E). None of these

At its support, which beam is inbuilt?
(A). Continuous beam
(B). Fixed beam
(C). Simply supported beam
(D). Cantilever beam
(E). None of these

_____ is called fixed beam
(A). Inbuilt beam
(B). Constressed beam
(C). Encaster beam
(D). Constricted beam
(E). None of these

The slope at the supports should be ________ in the fixed beams
(A). Throughout
(B). Zero
(C). Maximum
(D). Minimum
(E). None of these

In the fixed beam _____changes induce the large stresses?
(A). Slope
(B). Temperature
(C). Deflection
(D). SlopeLateral
(E). None of these

To be provided ___is the maximum super elevation
(A). 1 in 10
(B). 1 in 15
(C). 2 in 10
(D). 2 in 15
(E). None of these

To solve the problems of land acquisition _____ curve is used?
(A). Transition curves
(B). Horizontal curves
(C). Circular curves
(D). Vertical curves
(E). None of these

For the mountainous terrain, ______ is limiting gradient
(A). 8.00 %
(B). 7.00 %
(C). 5.00 %
(D). 6.00 %
(E). None of these

Carrying 5 kN/m udl, calculate the maximum deflection of a fixed beam. 6 m is the span of the beam. Take I = 5×107 mm4 and E = 200kN/m2 .
(A). 1.6875 m
(B). 2.235 m
(C). 1.865 m
(D). 2.5 m
(E). None of these