Design of Steel Structure The effective length of a battened column is increased by 15% 20% 5% 10% 15% 20% 5% 10% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 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 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by battening lacing tie plates perforated cover plates battening lacing tie plates perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures Less than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable More than the load factor in determinate structures 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 1.67 1.18 1.414 1.81 1.67 1.18 1.414 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 40% 30% 50% 60% 40% 30% 50% 60% ANSWER DOWNLOAD EXAMIANS APP
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