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In a steel plate with bolted connections, the rupture of the net section is a mode of failure under -Civil Engineering-gate-20121 Answer Using limit state method and neglecting the self weight of base plate and steel column, the length of a side of the base plate to be provided is (GATE-CIVIL-Engg-2018)1 AnswerCollapse of the World Trade Center (WTC), New York, in 2001, was due to (GATE-Architecture-Planning-2018)1 AnswerL ength, width and thickness of a plate are 400 mm, 400 mm and 30 mm, respectively. For the material of the plate, Young’s modulus of elasticity is 70 GPa, yield stress is 80 MPa and Poisson’s ratio is 0.33. When the plate is subjected to a longitudinal tensile stress of 70 MPa, the increase in the volume (in mm3) of the plate is ______0 AnswerAs per IS 800:2007, the cross-section in which th e extreme fiber can reach the yield stress, but cannot develop the plastic moment of resistance due to failure by local buckling is classified as, GATE- Civil Engineering- 20131 Answer (Gate 2018 Mechanical engineering)A steel column of rectangular section (15 mm × 10 mm) and length 1.5 m is simply supported at both ends. Assuming modulus of elasticity, E = 200 GPa for steel, the critical axial load (in kN) is ____0 AnswerThe critical bending compressive stress in the extreme fibre of a structural steel section is 1000 MPa. It is given that the yield strength of the steel is 250 MPa, width of flange is 250 mm and thickness of flange is 15 mm. As per the provisions of IS:800-2007, the non-dimensional slenderness ratio of the steel cross-section is0 AnswerAn RCC beam of rectangular cross section has factored shear of 200 kN at its critical section. Its width b is 250 mm and effective depth d is 350 mm. (GATE 2018 Civil engg)0 AnswerP re-tensioning of a bolted joint is used to4 AnswerDraw typical cross section of a road and explain its components.-Elements of Civil Engineering and Mechanics1 AnswerT he viscous laminar flow of air over a flat plate results in the formation of a boundary layer. The boundary layer thickness at the end of the plate of length L isL. When the plate length is increased to twice its original length, the percentage change in laminar boundary layer thickness at the end of the plate (with respect to L) is ________ (correct to two decimal places). 1 AnswerWhat is RCC, Steel and Composite Bridges? explain all.1 AnswerA circular steel bar of diameter 10 mm is bent into the shape as shown in figure, and lies in x-z plane. A horizontal force P is applied along the positive z-direction as shown. The yield strength of the steel is 200 MPa. Neglecting the effect of transverse shear, the load P (in Newton) required to initiate yielding as per maximum shear stress theory of failure is............[up to two decimal places]0 AnswerOn the present + -day global plate tectonic map, the Reunion hotspot is located in the______. 0 AnswerWhat is Surveying, Building Materials, Construction Technology, Geotechnical Engineering, Structural Engineering, Hydraulics, WaterResources and Irrigation Engineering, Transportation Engineering, Environmental Engineering.?-elements of civil enginee1 AnswerExplain briefly the scope of the following Civil Engineering fields. i) Structural Engineering ii) Geotechnical Engineering1 AnswerAn electrochemical machining (ECM) is to be used to cut a through hole into a 12 mm thick aluminum plate. The hole has a rectangular cross-section, 10 mm × 30 mm. The ECM operation will be accomplished in 2 minutes, with efficiency of 90%. Assuming specific removal rate for aluminum as 3.44 × 10-2 mm3 /(A s), the current (in A) required is __________ (Gate 2018 Mechanical engineering).0 AnswerA flat plate of width L = 1 m is pushed down with a velocity U = 0.01 m/s towards a wall resulting in the drainage of the fluid between the plate and the wall as shown in the figure.(Gate 2018 Mechanical engineering)0 Answer The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of 500 cm3 , 650 cm3 and 200 MPa, respectively. The design flexural capacity (expressed in k1 AnswerIn a UTM experiment, a sample of length 100 mm, was loaded in tension until failure. The failure load was 40 kN. The displacement, measured using the cross-head motion, at failure, was 15 mm. The compliance of the UTM is constant and is given by 5 × 10−8 m/N. The strain at failure in the sample is _______%.0 Answer
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