Theory of Structures The vertical reaction for the arch is wa/2l wl/a wa/l wa²/2l wa/2l wl/a wa/l wa²/2l ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following: Q = F – S Q = S + F Q = S – F Q = S × F Q = F – S Q = S + F Q = S – F Q = S × F ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is Parabola Circle Straight line Ellipse Parabola Circle Straight line Ellipse ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be wa/27 wa² wa²/27 w²a wa/27 wa² wa²/27 w²a ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be p/a² 2p/a² 4p/a² 3p/a² p/a² 2p/a² 4p/a² 3p/a² ANSWER DOWNLOAD EXAMIANS APP
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