Civil Engineering - Structural Design Specifications
Exercise : Structural Design Specifications - Section 3
- Structural Design Specifications - Section 1
- Structural Design Specifications - Section 2
- Structural Design Specifications - Section 3
31.
The ratio
of the lacing bars for compression members shall not exceed

32.
Four reinforcing bars of 30 mm diameter each, are bundled in contact. The lower two bars extend up to end supports. The distance between the points of termination of the upper bars, is kept
33.
If b is the width of a beam, x is the spacing of the stirrup and fc is the characteristic strength of stirrups, the minimum cross sectional area of stirrup legs, should be equal or greater than
34.
The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of
35.
The development length of each bar of three bars bundled together is increased by
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers