Question is ⇒ The three moment equation in structural analysis is basically a, Options are ⇒ (A) Stiffness method, (B) Displacement method, (C) Energy method, (D) Flexibility method, (E) , Leave your comments or Download question paper.

Question is ⇒ The three moment equation in structural analysis is basically a, Options are ⇒ (A) Stiffness method, (B) Displacement method, (C) Energy method, (D) Flexibility method, (E) , Leave your comments or Download question paper. Previous question Next question


Q1.	The three moment equation in structural analysis is basically a
A.	Stiffness method [Wrong Answer]
B.	Displacement method [Wrong Answer]
C.	Energy method [Wrong Answer]
D.	Flexibility method [Correct Answer]
View Answer 29 -4 Explanation:- Answer : D Discuss it below : !! OOPS Login [Click here] is required to post your answer/result Help other students, write article, leave your comments

Previous question Next question

Also Read Similar Questions Below :

⇒ Direct load carrying capacity of a brick masonry wall standing freely as against when it supports RC slab will be
more
less
the same in both the cases
100%

⇒ The number of independent equations to be satisfied for static equilibrium in a space structure is
2
3
4
6

⇒ If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by
m + r + 2j
m - r + 2j
m + r - 2j
m + r - 3j

⇒ The moment area theorems in the structural analysis fall in the category of
Force method
Displacement method
Stiffness method
Iterative method

⇒ Which of the following will give higher ratio of brickwork strength to mortar strength ?
1 : % : 3
1 : Vz: 4>/2
1:1:6
1:2:9

⇒ The moment distribution method in structural analysis can be treated as
Force method
Displacement method
Flexibility method
None of these

⇒ Effects of shear force and axial force on plastic moment capacity of a structure are respectively to
increase and decrease
increase and increase
decrease and increase
decrease and decrease

⇒ The basic stress in masonry units having height to width ratio of 1.5 may be increased by a factor of
1.2
1.4
1.6
2.0

⇒ When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
less than the left half span
whole of left half span
more than the left half span
whole span

⇒ The number of independent equations to be satisfied for static equilibrium of a plane structure is
1
2
3
6

⇒ In moment distribution method the sum of distribution factors of all the members meeting at any joint is always
Zero
< 1
> 1
= 1

⇒ The three moments equation is applicable only when
the beam is prismatic
there is no settlement of supports
there is no discontinuity such as hinges within the span
the spans are equal

⇒ Rich cement mortars are more liable to cracking as compared to lean mortars because rich mortars have
high shrinkage
less strength
both (a) and (b)
none of above

⇒ The carryover factor in a prismatic member whose far end is fixed is
0
1/2
3/4
1

⇒ The analysis of statically indeterminate structures by the unit load method is based on
Consistent deformation
Stiffness method
Consistent force
None of these

⇒ For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust
is increased
is decreased
remains unchanged
becomes zero

⇒ The stiffness method in structural analysis is also known as
Unit load method
Consistent deformation method
Force method
Displacement method

⇒ If the horizontal cross-sectional area of a wall is 1200 cm2, then the basic stress shall be multiplied by a reduction factor equal to
0 6
0.75
0.85
0.95

⇒ In a cavity wall, both leaves of which are load bearing, the effective thickness is taken as
sum of thickness of both leaves
two-third of the sum of thickness of both the leaves
actual thickness of the stronger leaf
larger of (b) and (c)

⇒ The force method in structural analysis always ensures
Equilibrium
Kinematically admissible t'orces
Equilibrium of forces
None of the above

⇒ Maxwell's reciprocal theorem in structural analysis can be applied in
All elastic structures
Plastic structures
Symmetrical structures only
Prismatic element structures only

⇒ The degree of static indeterminacy up to which column analogy method can be used is
2
3
4
unrestricted

⇒ The truss can be analysed by the methods of joints when the number of unknown at a joint is equal to
1
2
3
4

⇒ The method of virtual work in the analysis of structures results is
Compatible deformations
Equilibrium of forces
Stress strain relations
None of these

⇒ The Castigliano's second theorem can be used to compute deflections
in statically determinate structures only
for any type of structure
at the point under the load only
for beams and frames only

⇒ For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is
0.211 L
0.25 L
0.234 L
0.5 L

⇒ The three moment equation in structural analysis is basically a
Stiffness method
Displacement method
Energy method
Flexibility method

⇒ For masonry work with solid bricks, consistency of mortar should be
5 to 8 cm
9 to 13 cm
14 to 18 cm
19 to 23 cm

⇒ The mode of failure of a very short masonry member having h/t ratio of less than 4 is by
shear
vertical tensile splitting
buckling
any of the above

⇒ The maximum bending moment due to a train of wheel loads on a simply supported girder
always occurs at center of span
always occurs under a wheel load
never occurs under a wheel load
none of the above