Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 3 6 4 5 3 6 4 5 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that the load position should be such that the section divides it equally on both sides the tail of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the head of the load reaches the section the load position should be such that the section divides it equally on both sides the tail of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the head of the load reaches the section ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings) j-2r 3j-r 2j-r j-3r j-2r 3j-r 2j-r j-3r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is 0.234 L 0.5 L 0.211 L 0.25 L 0.234 L 0.5 L 0.211 L 0.25 L ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by m – r + 2j m + r + 2j m + r – 3j m + r – 2j m – r + 2j m + r + 2j m + r – 3j m + r – 2j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 60 kN.m 15 kN.m 30 kN.m 8 kN.m 60 kN.m 15 kN.m 30 kN.m 8 kN.m ANSWER DOWNLOAD EXAMIANS APP
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