Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.81 1.18 1.67 1.414 1.81 1.18 1.67 1.414 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following conditions is to be satisfied both in elastic and plastic analysis ? equilibrium condition plastic moment condition mechanism condition yield condition equilibrium condition plastic moment condition mechanism condition yield condition ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.23 m above the rail level 1.83 m above the rail level 1.50 m above the rail level 2.13 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 1.50 m above the rail level 2.13 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.8 L 1.5 L 1.1 L 1.3 L 1.8 L 1.5 L 1.1 L 1.3 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1250 mm 810 mm 650 mm 1680 mm 1250 mm 810 mm 650 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
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