Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 3 5 6 4 3 5 6 4 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 0.20 Wl 0.16 Wl 0.25 Wl 0.24 Wl 0.20 Wl 0.16 Wl 0.25 Wl 0.24 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The maximum bending moment due to a train of wheel loads on a simply supported girder Always occurs under a wheel load None of these Never occurs under a wheel load Always occurs at centre of span Always occurs under a wheel load None of these Never occurs under a wheel load Always occurs at centre of span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints) Stable and statically indeterminate None of these Unstable Stable and statically determinate Stable and statically indeterminate None of these Unstable Stable and statically determinate ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of infinite length None of these zero moment of inertia zero length infinite length None of these zero moment of inertia zero length ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in Vertical direction Inclined direction The direction in which the deflection is required Horizontal direction Vertical direction Inclined direction The direction in which the deflection is required Horizontal direction ANSWER DOWNLOAD EXAMIANS APP
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