Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 8 kN.m 15 kN.m 60 kN.m 30 kN.m 8 kN.m 15 kN.m 60 kN.m 30 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner ends of effective lengths of welds connecting the members All of these Between the inner end rivets of the bar for single lacing 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner ends of effective lengths of welds connecting the members All of these Between the inner end rivets of the bar for single lacing ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. d is the distance between flange angles or the clear distance between flanges For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d d is the distance between flange angles or the clear distance between flanges For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections For any type of structure At the point under the load only In statically determinate structures only For beams and frames only For any type of structure At the point under the load only In statically determinate structures only For beams and frames only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The three moments equation is applicable only when There is no settlement of supports The spans are equal The beam is prismatic There is no discontinuity such as hinges within the span There is no settlement of supports The spans are equal The beam is prismatic There is no discontinuity such as hinges within the span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always greater than 1 zero less than 1 1 greater than 1 zero less than 1 1 ANSWER DOWNLOAD EXAMIANS APP
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