15 kN/m G 21 D 21 E 21 F 21 3 m Hinge 65 kN 3 m A B – 3 m-| -5 m 5 m- 2 m E= 200 GPa I = 350 (106) mm+ FIG. P7.49, P7.50

Q: .1-through 6.6 determine the equations for slope and deflection of the beam shown by the direct…

A: Question is based on the overhanging beam with point load at free end . Slope and deflection…

Q: Use the virtual work method to determine the horizontal deflection at joint E of the frame shown in…

A: Solution: Given Data Young's modulus= E=2000 ksi Moment of inertia, I=10000 in4 Use the virtual work…

Q: QUESTION 2 - MOMENT-AREA METHOD Determine the slope at B and the deflection at C using the…

A: Given Data EI = Constant Determine the slope at B and deflection at C of the beam using Moment Area…

Q: Determine the horizontal deflection at | in terms of El for the frame shown. 60KN 2n 3m E 21 2m 20KN…

A:

Q: Use Castigliano's secc

A:

Q: Problem 7.35 Use the virtual work method to determine the slope and deflection at point D of the…

A:

Q: Use the virtual work method to determine the deflection at point C of the beam shown.

A: FInd reactions:∑ MA=0RB15-21522=0RB=29.4kFInd reactions:∑ Fy=0RA+RB-215=0RA=12.6kMoment…

Q: 7.34 and 7.35 Use the virtual work method to determine the slope and deflection at point D of the…

A:

Q: Problem 7.18 Determine the horizontal deflection at joint E of the truss shown in the figure if…

A: Given:- A truss is given with point A having hinge and point B having roller support The length of…

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.