In case of timber structures, the simple bending formula M = fz may be applied for________________?
A. Rectangular beams up to 300 mm depth
B. All rectangular beams
C. Solid circular beams only
D. All square cross-section beams
The bracing provided in the plane of end posts is called__________________?
A. Sway bracing
B. Portal bracing
C. Top lateral bracing
D. Bottom lateral bracing
The sway bracing is designed to transfer____________________?
A. 2vi % of the top panel wind load to bottom bracing
B. 10% of the top panel wind load to bottom bracing
C. 25% of the top panel wind load to bottom bracing
D. 50% of the top panel wind load to bottom bracing
The bracing between two columns of a steel tank will be designed to resist_________________?
A. Horizontal shear due to wind or earthquake only
B. Horizontal, shear due to wind or earthquake + 2.5% of column loads
C. Column loads + 2.5% of horizontal shear due to wind or earthquake
D. Column loads + full horizontal shear due to wind or earthquake
The allowable tensile stress in structural mild steel plates for steel tank is assumed as________________?
A. 95.0 mpa on net area
B. 105.5 mpa on net area
C. 105.5 mpa on gross area
D. 150.0 mpa on gross area