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 0.24 Wl 0.25 Wl 0.16 Wl 0.20 Wl 0.24 Wl 0.25 Wl 0.16 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is 3 6 4 9 3 6 4 9 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints) (m + r)<2j (m + r)>2j m + r = 2j None of these (m + r)<2j (m + r)>2j m + r = 2j None of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement applicable to cased columns. All of these Single I-beam or channels back with or without flange plates may be used Single I-beam or channels back with or without flange plates may be used The surface and edges of the steel column should be provided a concrete cover not less than 50 mm All of these Single I-beam or channels back with or without flange plates may be used Single I-beam or channels back with or without flange plates may be used The surface and edges of the steel column should be provided a concrete cover not less than 50 mm ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as L/2EI L/3EI L/EI L/4EI L/2EI L/3EI L/EI L/4EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust is increased remains unchanged is decreased becomes zero is increased remains unchanged is decreased becomes zero ANSWER DOWNLOAD EXAMIANS APP
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