Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area gross area in both cases gross area and net area net area in both cases net area and gross area gross area in both cases gross area and net area net area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 40° to 70° 90° 10° to 30° 30° to 40° 40° to 70° 90° 10° to 30° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.2 ±0.5 ± 0.7 0 ± 0.2 ±0.5 ± 0.7 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.78 D 0.88 D 0.5 D 0.68 D 0.78 D 0.88 D 0.5 D 0.68 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 16 mm 27 mm 24 mm 20 mm 16 mm 27 mm 24 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the simple bending formula M = fz may be applied for rectangular beams up to 300 mm depth all rectangular beams all square cross-section beams solid circular beams only rectangular beams up to 300 mm depth all rectangular beams all square cross-section beams solid circular beams only ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS