1. In plastic analysis, the shape factor for circular sections, is
2. Provide meaningful words to fill the blanks: She had just ......... down when the telephone rang.?
3. A beam is defined as a structural member subjected to
4. According to IS : 800 - 71, the minimum thickness of a vertically stiffened web plate, shall not be less than
5. A fillet weld may be termed as
6. Most soluble in water is?
7. The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by
8. Fill up the blanks: Had I known this, I ......... him at a distance.?
9. A structural member subjected to compressive stress in a direction parallel to its longitudinal axis, is generally known as
10. Who was the founder of Comintang Party?
11. Live load
12. The most economical section for a column, is
13. If the depth of two column sections are equal, then the column splice is provided
14. The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as
15. Web crippling generally occurs at the point where
16. The allowable stress in axial tension for rolled I-sections and channels, is taken as
17. When a tension member is made of four angles with a plate as a web, the allowance for holes is made as
18. The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than
19. The minimum edge distance of a rivet line connecting two or more plates, is kept equal to 37 mm plus (where t is the thickness in mm of the thinner outside plate).
20. The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
21. If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
22. If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is
23. The area Ap of cover plates in one flange of a built up beam, is given by
24. The average shear stress for rolled steel beam section, is
25. For a rectangular section, the ratio of the maximum and average shear stresses, is