Structural Analysis Which of the following is not the displacement method? Moment distribution method Column analogy method Equilibrium method Kani's method Moment distribution method Column analogy method Equilibrium method Kani's method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.24 Wl 0.20 Wl 0.16 Wl 0.25 Wl 0.24 Wl 0.20 Wl 0.16 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a series of wheel loads crosses a simply supported girder, the maximum bending moment under any given wheel load occurs when The centre of span is midway between the centre of gravity of the load system and the wheel load under consideration None of these The centre of gravity of the load system is midway between the centre of span and wheel load under consi-deration The wheel load under consideration is midway between the centre of span and the centre of gravity of the load system The centre of span is midway between the centre of gravity of the load system and the wheel load under consideration None of these The centre of gravity of the load system is midway between the centre of span and wheel load under consi-deration The wheel load under consideration is midway between the centre of span and the centre of gravity of the load system ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. All of these d is the distance between flange angles or the clear distance between flanges Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these d is the distance between flange angles or the clear distance between flanges Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Muller Breslau’s principle for obtaining influence lines is applicable to i) trusses ii) statically determinate beams and frames iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law iv) any statically indeterminate structure The correct answer is (i) and (ii) only (i) (i), (ii) and (iii) (i), (ii) and (iv) (i) and (ii) only (i) (i), (ii) and (iii) (i), (ii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints) m + r – 3j m + r + 3j 3m + r – 3j m + r – 2j m + r – 3j m + r + 3j 3m + r – 3j m + r – 2j ANSWER DOWNLOAD EXAMIANS APP
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