A. deck type
B. through type
C. half through type
D. double deck type
Design of Steel Structures
Design of Steel Structures
A. 6t
B. 101
C. 121
D. 161
where t is thickness of thinner plate being connected
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
A. angle section
B. channel section
C. box type section
D. any of the above
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
A. 3
B. 5
C. 6
D. 7
A. 10% of wall area
B. 20% of wall area
C. 30% of wall area
D. 50% of wall area
A. mean probable design life of structures
B. basic wind speed
C. both (A) and (B)
D. none of the above
A. ± 0.2
B. ±0.5
C. ± 0.7
D. 0
A. pa V
B. paV2
C. p a (1/V)
D. paV”2
