Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.67 1.414 1.18 1.81 1.67 1.414 1.18 1.81 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 about 1/120 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 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 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by size of weld penetration thickness plate thickness effective throat thickness size of weld penetration thickness plate thickness effective throat thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for all rectangular beams solid circular beams only all square cross-section beams rectangular beams up to 300 mm depth all rectangular beams solid circular beams only all square cross-section beams rectangular beams up to 300 mm depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % increased by 25 % reduced by 33.3% reduced by 25 % increased by 33.3 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
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