Advance Structural Analysis (KCE-061) - AKTU Question Paper 2022-23

Analyze the continues beam as shown in figure by mo ment distribution method and draw the B.M. diagrams Support B sinks by 10mm, and take E = 2 x 10

Analyze continuous beam ABCD by slope deflection me thod and also draw bending moment diagram. Take EI constant

What is Muller Breslau's principle UDL throughout section

A two hinged parabolic arch of span 25 m and rise 5 m carries an udl of 38 kN/m covering a distance of 10 m from left end. Find the horizontal thrust, the reactions at the hinges and the maximum negative moment

A suspension bridge of 200 m span has two three by two cables having a central dip of 25 m. The wid th of road way is 8 m. The roadway carries a dead load of 1/2 kN and a live load of 1 kN per sq. meter extending ove r the Find the B.M. and S.F. at point 60 m and 150 m from left hinge. Also calculate maximum tension in the cable

A suspensio n cable stiffened with a three central dip. The girder carries a load of 0.2 kN/m. A live load of 10 kN rolls from left to right. Determine

maximum bending moment anywhere in the girder; and

maximum tension i n the cable

maximum bending moment anywhere in the girder; and n the cable. Analyze the continues beam as shown in figure by mo ment distribution method and Analyze continuous beam ABCD by slope deflection me thod and also draw bending xplain its use for a simply supported beam with A two hinged parabolic arch of span 25 m and rise 5 m carries an udl of 38 kN/m covering a distance of 10 m from left end. Find the horizontal thrust, the reactions at hinged stiffening girders supported by two cables having a central dip of 25 m. The wid th of road way is 8 m. The per sq. meter extending over the whole span left hand half of the bridge. Find the B.M. and S.F. at point 60 m and 150 m from left hinge. Also calculate hinged girder has 100 m span and 10 m central dip. The girder carries a load of 0.2 kN/m. A live load of 10 kN rolls from

Analyse the portal frame ABCD shown in figure us ing force method

Analyse the continuous beam ABC shown in figure by stiffness method and also draw the shear force diagram

List the assumptions for plastic analysis of str uctures

Explain in detail the Upper and Lower Bound Theorems for plastic analysis of structures