The number of independent equations to be satisfied for static equilibrium in a space structure is

Related MCQs

• The number of independent equations to be satisfied for static equilibrium of a plane structure is
• 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
• The degree of static indeterminacy of a pin-jointed space frame is given by m r j number of joints)
• The number of independent displacement components at each joint of a rigid-jointed space frame is
• The degree of static indeterminacy of a rigid-jointed space frame is (Where m, r and j have their usual meanings)
• If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by
• What will be the value of mCB, after solving these equations?
• What will be the value of mBA, after solving these equations?
• While drawing BMD after using these equations, in which direction is moment taken as positive?
• If a beam has 4 external supports, then how many parts would it be divided in case of using slope deflection equations?