Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 500 mm 600 mm 300 mm 1000 mm 500 mm 600 mm 300 mm 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 rectangular beams up to 300 mm depth all square cross-section beams solid circular beams only all rectangular beams rectangular beams up to 300 mm depth all square cross-section beams solid circular beams only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 ± 0.2 0 ±0.5 ± 0.7 ± 0.2 0 ±0.5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 33.3% increased by 33.3 % increased by 25 % reduced by 25 % reduced by 33.3% increased by 33.3 % increased by 25 % reduced by 25 % ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/5 L/4to2L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/3 to L/5 L/4to2L/5 L/3 to L/2 2L/5 to 3L/5 where L is span ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
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