The assumption in the theory of bending of beams, is :
all the above.
No answer description available for this question.
The shape factor of standard rolled beam section varies from
1.10 to 1.20
Shear strain energy theory for the failure of a material at elastic limit, is due to
The point of contraflexure is the point where
B.M. changes sign
The normal component of a force inclined through θ° is obtained by multiplying the force by
sin θ cos θ
Stress may be defined as
force per unit area
Total strain energy theory for the failure of a material at elastic limit, is known
Stress may be expressed in Newtons
All of the above.
Principal planes are subjected to
normal stresses only
In plastic analysis, the shape factor for a circular section, is
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