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 8 kN.m 30 kN.m 15 kN.m 60 kN.m 8 kN.m 30 kN.m 15 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance 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 0.7 of the distance between the inner end rivets of the bar for double lacing 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 less than 1 zero 1 greater than 1 less than 1 zero 1 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to Greater of A and B 5 mm less than the minimum clear distance between the main bars 5 mm less than the minimum cover to the reinforcement Smaller of A and B Greater of A and B 5 mm less than the minimum clear distance between the main bars 5 mm less than the minimum cover to the reinforcement Smaller of A and B ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, None of these Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end None of these Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -4 mm to +4 mm -2 mm to +2 mm -3 mm to +3 mm -5 mm to +5 mm -4 mm to +4 mm -2 mm to +2 mm -3 mm to +3 mm -5 mm to +5 mm ANSWER DOWNLOAD EXAMIANS APP
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