Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 85 t 50 t 250 t 200 t 85 t 50 t 250 t 200 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements. i) Top lateral bracing prevents the sidesway buckling of the chord. ii) Sway bracing keeps the rectangular shape of the bridge cross-section. iii) Sway bracing transfers the load from top of end posts to bearings. The correct answer is only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of effective span of bridge bottom chord area heaviest axle load of engine top chord area effective span of bridge bottom chord area heaviest axle load of engine top chord area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing Fully through fastenings 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1250 mm 650 mm 810 mm 1680 mm 1250 mm 650 mm 810 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles All listed here are used to reduce the length of connection. are unequal angles. increases shear lag. All listed here are used to reduce the length of connection. are unequal angles. increases shear lag. ANSWER DOWNLOAD EXAMIANS APP
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