What is the maximum ordinate for influence line for the force in the member marked X?
The maximum bending moment under a particular point load among a train of point loads crossing a simply supporte grider occur when that load is
Consider the following statements: 1) Muller-Breslau’s principle is applicable only to indeterminate structures. 2) Miller-Breslau’s principle is applicable only to determainate and indeterminate structures. 3) Muller-Breslau's principle is applicable to determinate and indeterminate structures. 4) For a two span continous beam ABC, the influence line diagram is/are i) ii) Which of these statements are correct?
Assertion (A): Muller-Breslau principle is a most widely used method to determine qualitative influence lines in an indeterminate structure. Reason(R): The determination of the qualitative influence lines is often of great value in ascertaining the most server stresses at specified section of a structure.
Which one of the following statement is correct for the pin-jointed truss shown in the figure?
The number of unknown to be determined in the stiffness matrix is equal to
Which one of the following is correct in respect the influence line for the bending moment at one-fourths of the span from left support of a prismatic beam simply supported at ends?
What is the inclination of resultant reactions at with the vertical for the frame shown in the figure below?
What is the variation of influence line for stress function in a statically determinate structure?