Related Questions

An R.C.C. column is treated as short column if its slenderness ratio is less than
A 30
B 35
C 40
D 50
Slenderness ratio of a long column, is
A Area of cross-section divided by radius of gyration
B Area of cross-section divided by least radius of gyration
C Radius of gyration divided by area of cross-section
D Length of column divided by least radius of gyration
An R.C.C. column is treated as long if its slenderness ratio is greater than
A 30
B 35
C 40
D 50
Euler’s formula for a mild steel column is not valid if the slenderness ratio is
A 90
B 60
C 120
D 100
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
A 150
B 180
C 250
D 350
The slenderness ratio of a column supported throughout its length by a masonry wall is
A Zero
B 10
C 100
D Iinfinity
Slenderness ratio is the ratio of
A Effective length of column to least radius of gyration of the column
B Width of column to depth of column
C Maximum size of column to minimum size of column
D Effective length of column to width of column
The slenderness ratio is the ratio of
A Area of column to least radius of gyration
B Length of column to least radius of gyration
C Least radius of gyration to area of column
D Least radius of gyration to length of column
The slenderness ratio of lacing bars should not exceed
A 100
B 120
C 145
D 180
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is
A 180
B 200
C 250
D 350

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