Related Questions

The diameter of longitudinal bars of a column should never be less than
A 6 mm
B 8 mm
C 10 mm
D 12 mm
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is
A Stress in concrete × area of concrete
B Stress in steel × area of steel
C Stress in concrete × area of concrete + Stress in steel × area of steel
D None of these
For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than
A 15 mm
B 25 mm
C 30 mm
D 40 mm
ACI Code অনুসারে Column এর Minimum longitudinal reinforcement কত?
A ০.৫%
B ১%
C ২%
D ৩%
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by
A 10%
B 20%
C 30%
D 40%
According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends is __________ the crippling load for a similar column hinged at both ends.
A Equal to
B Two times
C Four times
D Eight times
-Column row+Column row+Column row এই ফরমূলা কিসের?
A ভাগ এর
B যোগ এর
C গুণ এর
D বিয়োগ এর
If the size of a column is reduced above the floor, the main bars of the columns, are
A Continued up
B Bent inward at the floor level
C Stopped just below the floor level and separate lap bars provided
D All the above
Lacing bars in a steel column should be designed to resist
A Bending moment due to 2.5% of the column load
B Shear force due to 2.5% of the column load
C 2.5% of the column load
D Both (A) and (B)
The limits of percentage p of the longitudinal reinforce-ment in a column is given by
A 0.15% to 2%
B 0.8% to 4%
C 0.8% to 6%
D 0.8% to 8%

Next steps