Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

Related MCQs

• In the slope deflection equations, the deformations are considered to be caused by (i) Bending moment (ii) Shear force (iii) Axial force The correct answer is
• Consider the following statements: Sinking of an intermediate support of a continuous beam 1. Reduces the negative moment at support. 2. Increases the negative moment at support. 3. Reduces the positive moment at support. 4. Increases the positive moment at the centre of span. Of these statements
• Carryover Moment at end B due to moment M applied at end A for the given non-prismatic beam is                  
• Moment Distribution Method is applicable to the determinate and indeterminate structure.
• What will be the difference in shear force acting at both the ends?
• Distribution factor is the ratio in which force sharing capacity of various members meeting at a rigid joint.
• For computational purposes, deflected primary structure ans actual structure should be                        
• Study the following statements. (i) The displacement method is more useful when degree of kinematic indeterminacy is greater than the degree of static indeterminacy. (ii) The displacement method is more useful when degree of kinematic indeterminacy is less than the degree of static indeterminacy. (iii) The force method is more useful when degree of static indeterminacy is greater than the degree of kinematic indeterminacy. (iv) The force method is more useful when degree of static indeterminacy is less than the degree of kinematic indeterminacy. The correct answer is
• While using slope deflection method, in which direction is moment taken as positive?
• While drawing BMD after using these equations, in which direction is moment taken as positive?