The side thrust T on the tie rods provided at the end beam of jack arch of rise

CuriousTab

CuriousTab

Home Aptitude

Discussion

Home ‣ Civil Engineering ‣ Steel Structure Design Comments

Question
The side thrust T on the tie rods provided at the end beam of jack arch of rise R, is calculated from the formula
Options
A.
B.
C.
D.

Correct Answer

Steel Structure Design problems

Search Results

1. The size of a butt weld is specified by the effective throat thickness which in the case of incomplete penetration, is taken as
Options
A. of the thickness of thicker part
B. of the thickness of thicker part
C. of the thickness of thinner part
D. of the thickness of thinner part
E. none of these.

5. Efficiency of a riveted joint is defined as the ratio of
Options
A. least strength of a riveted joint to the strength of solid plate
B. greatest strength of a riveted joint to the strength of solid plate
C. least strength of a riveted plate to the greatest strength of the riveted joint
D. all the above.

6. The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at
Options
A. the neutral axis of the section
B. 2/3rd of the depth of the neutral axis from the compression flange
C. 2/5th of the depth of the neutral axis from the compression flange
D. 2/5th of the height of the neutral axis from tension flange
E. none of these.

7. If d is the distance between the flange angles,
Options
A. vertical stiffeners are provided in steel plate girders if the web is less than d/85
B. vertical stiffeners are provided in high tensile steel plate girders if the web is less than d/175
C. horizontal stiffeners are provided in high tensile girder steel plate if the web is less than d/180
D. horizontal stiffeners are provided in steel plate girders if the web is less than d/200
E. All the above.

9. Length of an outstanding leg of a vertical stiffener, may be taken equal to
Options
A. th of clear depth of the girder plus 15 mm
B. th of clear depth of the girder plus 20 mm
C. th of clear depth of the girder plus 25 mm
D. th of clear depth of the girder plus 50 mm
E. th of clear depth of the girder plus 50 mm.

10. The gross section of the web of a beam is defined as
Options
A. depth of the beam multiplied by its web thickness
B. width of the flange multiplied by its web thickness
C. sum of the flange width and depth of the beam multiplied by the web thickness
D. none of these.

Comments

More in Civil Engineering: