The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is__________________?
A. 2.75 cm
B. 3.00 cm
C. 3.50 cm
D. 4.25 cm
A. 2.75 cm
B. 3.00 cm
C. 3.50 cm
D. 4.25 cm
A. 1/2
B. 1/3
C. 1/4
D. 1/5
A. 10 m
B. 12 m
C. 14 m
D. 16 m
A. Normal stresses only
B. Tangential stresses only
C. Normal stresses as well as tangential stresses
D. None of these
Principal planes are subjected to_________________? Read More »
Theory of Structures A. 1.10 to 1.20
B. 1.20 to 1.30
C. 1.30 to 1.40
D. 1.40 to 1.50
The shape factor of standard rolled beam section varies from_______________? Read More »
Theory of Structuresparabolic arch of span and rise , is given by The equation of a________________? Read More »
Theory of Structures