Theory of Structures In plastic analysis, the shape factor for rectangular section, is 1.5 1.4 1.6 1.7 1.5 1.4 1.6 1.7 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon M = 0 H = 0 V = 0 All of these M = 0 H = 0 V = 0 All of these ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Stress may be expressed in Newtons Per millimetre square (N/mm²) None of these Per centimetre square (N/cm²) Per metre square (N/m2) Per millimetre square (N/mm²) None of these Per centimetre square (N/cm²) Per metre square (N/m2) ANSWER DOWNLOAD EXAMIANS APP
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 For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as Rankine Parabolic formula Straight line formula Perry Rankine Parabolic formula Straight line formula Perry 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 3p/a² 2p/a² 4p/a² p/a² 3p/a² 2p/a² 4p/a² ANSWER DOWNLOAD EXAMIANS APP
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