28701. Who was the leader of 1857 revolt in Baraut Pargana in Uttarpradesh?
28702. A structural member subjected to compressive stress in a direction parallel to its longitudinal axis, is generally known as
28703. Who was the founder of Comintang Party?
28704. Live load
28705. The most economical section for a column, is
28706. If the depth of two column sections are equal, then the column splice is provided
28707. The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as
28708. Web crippling generally occurs at the point where
28709. Who implemented the first Five Year Plan in Soviet Union?
28710. The allowable stress in axial tension for rolled I-sections and channels, is taken as
28711. When a tension member is made of four angles with a plate as a web, the allowance for holes is made as
28712. 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
28713. 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).
28714. Name the event which was followed as a part of Anti-Rowlatt struggle in India?
28715. The maximum permissible slenderness ratio of a member carrying loads resulting from wind, is
28716. If d is the distance between the flange angles, the vertical stiffeners in plate girders are spaced not greater than
28717. 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
28718. The area Ap of cover plates in one flange of a built up beam, is given by
28719. The average shear stress for rolled steel beam section, is
28720. For a rectangular section, the ratio of the maximum and average shear stresses, is
28721. When a Bill passed by the Parliament is sent to the President for his assent, which option is not true to him?
28722. The cross-section of a standard fillet is a triangle whose base angles are
28723. Secant formula for direct stress in compression, is applicable only for slenderness ratio upto
28724. A second horizontal stiffener is always placed at the neutral axis of the girder if the thickness of the web is less than
28725. The rolled steel I-sections are most commonly used as beams because these provide
28726. The thickness t of a single flat lacing should not be less than
28727. For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (excepting the webs of Indian Standard rolled steel joists and channels).
28728. The permissible stress in bending for rolled steel I-beams and channels, is
28729. Column footing is provided
28730. In which year Kundara proclamation declared?
28731. The ratio of longitudinal stress to strain within eiastic limit, is known as
28732. Lungs are situated in the?
28733. For a column of height L fixed in position and direction both at its top and bottom, its effective length, is
28734. Fill up the blanks with suitable words given: You will come with us, ..........?
28735. Net sectional area of a tension member, is equal to its gross section area
28736. The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called
28737. Tongue plates are provided in a steel girder at
28738. The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
28739. Rolled steel beams are designated by Indian Standard series and its
28740. The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
28741. If the depth of the section of an upper column is smaller than the lower column
28742. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed
28743. Corundum is an ore of?
28744. RWSP stands for?
28745. The effective length of a weld, is taken as the actual length
28746. The permissible bearing stress in steel, is
28747. The main assumption of the method of simple design of steel frame work, is :
28748. Strengths of a rivet in single shearing, in bearing and in tearing are 3425 kg, 4575 kg and 5025 kg respectively. If the load in the member is 35 tonnes, the number of rivets required, is
28749. In a fillet weld placed on the sides of the base, the metal experiences