Structural analysis-II (CE-503 (A)) - Important Questions

Analyze a rigid frame by the moment distribution method to determine end moments and draw the bending moment diagram and deflected shape. Relative EI values are as indicated.

Analyse a continuous beam using Kani's method to determine support moments and draw the bending moment diagram. EI is constant.

Determine the collapse load Wc / required fully plastic moment Mp for the frame shown in figure by plastic analysis using mechanism method. All members have same Mp.

Calculate the elastic section modulus, plastic modulus and shape factor for a solid circular section of radius r.

Using the substitute frame method, analyze an intermediate span of a floor for maximum negative bending moment under given dead and live loads. Frames are spaced at 3.5 m c/c.

Analyse a continuous beam using the flexibility matrix (force) method. EI values are as indicated in figure.

Analyze a continuous beam with constant EI by the stiffness matrix (displacement) method and draw the bending moment diagram.

Using the Muller-Breslau principle, draw the influence line for shear force at mid-span of a simply supported beam of length 4 m.

Draw the influence line diagram for shear force and bending moment at a section of a simply supported beam and calculate the maximum shear force and bending moment at the section due to rolling uniformly distributed load.