The value of E for allowable compressive stress for columns, in the formula is t

CuriousTab

CuriousTab

Home Aptitude

Discussion

Home ‣ Civil Engineering ‣ Structural Design Specifications Comments

Question
The value of E for allowable compressive stress for columns, in the formula is taken as
Options
A. 2000000 kg/cm²
B. 2044000 kg/cm²
C. 2045000 kg/cm²
D. 2047000 kg/cm²

Correct Answer

2047000 kg/cm²

Structural Design Specifications problems

Search Results

2. Pick up the correct statement from the following:
Options
A. The cover of a longitudinal reinforcing bar in a column is kept not less than the diameter of the bar or 40 mm
B. The cover of a longitudinal reinforcing bar in beam is kept not less than the diameter of the bar or 25 mm
C. The end cover of a longitudinal reinforcing bar in a beam is kept not less than twice the diameter or 25 mm
D. The cover for tensile reinforcement in a slab is kept not less than diameter of the bar or 15 mm
E. All the above

4. The minimum length of the side or diameter of the column base shall not be less than (where d is the minimum diameter of the column).
Options
A. (d + 75) mm
B. 1.2 (d - 75) mm
C. 1.5 (d + 75) mm
D. 1.6 (d + 75) mm

5. If b is the width of a beam, x is the spacing of the stirrup and f_c is the characteristic strength of stirrups, the minimum cross sectional area of stirrup legs, should be equal or greater than
Options
A.
B.
C.
D.

6. Liquidity ratios are used :
Options
A. to measure a firms ability to meet short-cut obligations.
B. to compare short term obligations to short-term resources available to meet these obligations.
C. to obtain much insight into the present cash solvency of the firm and the firm's ability to remain solvent in the event of adversity.
D. All of these

7. In the cash flow diagram shown in the given figure
Options
A. The first disbursement occurs at the end of year 2
B. The second disbursement occurs at the end of year 4
C. The first receipt occurs at the end of year 1
D. The second receipt occurs at the end of year 3
E. All of these

8. Pick up the correct method adopted for developing the approximate or conceptual estimates from the following :
Options
A. Base unit method
B. Cost per function method
C. Cost per square metre
D. Cost per linear unit
E. All of these

Comments

More in Civil Engineering: