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 0.16 Wl 0.25 Wl 0.24 Wl 0.20 Wl 0.16 Wl 0.25 Wl 0.24 Wl 0.20 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections For any type of structure For beams and frames only In statically determinate structures only At the point under the load only For any type of structure For beams and frames only In statically determinate structures only At the point under the load only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -3 mm to +3 mm -4 mm to +4 mm -2 mm to +2 mm -5 mm to +5 mm -3 mm to +3 mm -4 mm to +4 mm -2 mm to +2 mm -5 mm to +5 mm ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In the displacement method of structural analysis, the basic unknowns are force displacements and forces None of these displacements force displacements and forces None of these displacements ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For stable structures, one of the important properties of flexibility and stiffness matrices is that the elements on the main diagonal (i) Of a stiffness matrix must be positive (ii) Of a stiffness matrix must be negative (iii) Of a flexibility matrix must be positive (iv) Of a flexibility matrix must be negative The correct answer is (ii) and (iv) (ii) and (iii) (i) and (iv) (i) and (iii) (ii) and (iv) (ii) and (iii) (i) and (iv) (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Moment distribution method Equilibrium method Column analogy method Kani's method Moment distribution method Equilibrium method Column analogy method Kani's method ANSWER DOWNLOAD EXAMIANS APP
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