.
6
3
2
1
2.34
1.34
1.5
1
The ratio of plastic moment to the yield moment, is called shape factor
In a loaded beam, the moment at which the entire section of the beam becomes fully plastic, is called plastic moment
In a fully plastic stage of the beam, the neutral axis divides the section in two sections of equal area
All
B.M. is minimum
S.F. is zero.
B.M. changes sign
B.M. is maximum
Method of joints
Method of sections
Graphical method
All
Vertical direction
Horizontal direction
Inclined direction
The direction in which the deflection is required
0
1/2
3/4
1
In statically determinate structures only
For any type of structure
At the point under the load only
For beams and frames only
.211L
.25 L
.234 L
.5 L
Displacements
Forces
Displacements and forces
None of the above
Is increased
Is decreased
Remain unchanged
Becomes zero
Slope deflection Method
Moment distribution Method
Column analogy method
None of the above
(m+r) = 2j
(m+r) = 3j
(3m+r) = 3j
(m+3r) = 3j
The head of the load reaches the section
The tail of the load reaches the section
The load position should be such that the section divides equally on both sides
The load position should be such that the section divides the load in the same ratio as it divides the span
Sum of moment of inertia is zero
Difference of moment inertia is zero
Product of moment of inertia is zero
None of these.