Design of Steel Structure The effective length of a fillet weld should not be less than Six times the weld size Two times the weld size Four times the weld size Weld size Six times the weld size Two times the weld size Four times the weld size Weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 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 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 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 1.5 L 1.3 L 1.1 L 1.8 L 1.5 L 1.3 L 1.1 L 1.8 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 1 1.8 1.4 2 1 1.8 1.4 2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to both (a) and (b) only tensile stresses None of these only shear stresses both (a) and (b) only tensile stresses None of these only shear stresses ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.414 1.67 1.81 1.18 1.414 1.67 1.81 1.18 ANSWER DOWNLOAD EXAMIANS APP
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