A. lower and upper bounds respectively on the strength of structure
B. upper and lower bounds respectively on the strength of structure
C. lower bound on the strength of structure
D. upper bound on the strength of structure
Related Mcqs:
- The statical method of plastic analysis satisfies_______________?
A. equilibrium and mechanism conditions
B. equilibrium and plastic moment conditions
C. mechanism and plastic moment conditions
D. equilibrium condition only - The mechanism method of plastic analysis satisfies___________________?
A. equilibrium and mechanism conditions
B. equilibrium and plastic moment conditions
C. mechanism and plastic moment conditions
D. equilibrium condition only - In the virtual work method, the virtual quantity is_________________?
A. displacement
B. load
C. slope
D. moment - When the axis of load lies in the plane of rivet group, then the rivets are subjected to________________?
A. only shear stresses
B. only tensile stresses
C. both (A) and (B)
D. none of the above - When the bolts are subjected to reversal of stresses, the most suitable type of bolt is________________?
A. black bolt
B. ordinary unfinished bolt
C. turned and fitted bolt
D. high strength bolt - Shear buckling of web in a plate girder is prevented by using________________?
A. vertical intermediate stiffener
B. horizontal stiffener at neutral axis
C. bearing stiffener
D. none of the above - 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 - A steel beam supporting loads from the floor slab as well as from wall is termed as________________?
A. stringer beam
B. lintel beam
C. spandrel beam
D. header beam - The moment-curvature relation at a plastic hinge is________________?
A. linear
B. parabolic
C. constant moment for all curvatures
D. constant curvature for all moments - The maximum spacing of vertical stiffeners is_________________?
A. 1.33 d
B. 1.25 d
C. 1.5 d
D. 1.75 dwhere d is the distance between flange angles
