Design of Steel Structure The heaviest I-section for same depth is ISWB ISMB ISLB ISHB ISWB ISMB ISLB ISHB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on both (a) and (b) mean probable design life of structures basic wind speed None of these both (a) and (b) mean probable design life of structures basic wind speed None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 1250 mm 810 mm 650 mm 1680 mm 1250 mm 810 mm 650 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Bending moment in rafter Axial force in rafter Deflection of rafter Shear force in rafter Bending moment in rafter Axial force in rafter Deflection of rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.81 1.414 1.67 1.18 1.81 1.414 1.67 1.18 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to maximum weight minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web minimum depth minimum weight ANSWER DOWNLOAD EXAMIANS APP
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