A. 120 mm
B. 160 mm
C. 200 mm
D. 300 mm
A. prohibited
B. not prohibited
C. permitted at start and end of lacing system only
D. permitted between two parts of the lacing
A. stringer beam
B. lintel beam
C. spandrel beam
D. header beam
A. mean probable design life of structures
B. basic wind speed
C. both (A) and (B)
D. none of the above
(i) Dead load 1.7
(ii) Dead Load + imposed load 1.7
(iii) Dead load + load due to wind or 1.3 seismic forces
(iv) Dead load + imposed load + load 1.7
due to wind or seismic forces Of these statements
A. (i) and (ii) are correct
B. (i), (ii) and (iii) are correct
C. (ii) and (iii) are correct
D. only (i) is correct
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
A. shear in rivets
B. compression in rivets
C. tension in rivets
D. strength of rivets in bearing