Problem 2 Using deflection methods, find the horizontal displacement d of point D on the frame....
2. Find the horizontal deflection at point D, vertical
deflection at C, and rotational displacement at C. Given I=120in^4,
E=290 kips/in^2
2. (55 points) Compute the horizontal deflection at point D, the vertical deflection at C and rotational displacement at C, Given: I = 120 in', E=29,000 kips/ in? 2EI 4kips 96kips. ft
Using the theorem of Castigliano, find the vertical and horizontal deflection of the free end at point d due to the horizontal applied load F for the cantilever frame shown in the figure. Express your answers in terms of F, I, I, E (modulus of elasticity), A cross sectional area) and I (moment of inertia of the cross section around the bending axis.). Consider only bending and axial loading, and assume that the cross sectional is circular. be ay
Use slope-deflection method to analyze the frame shown below. Segments AB and BD of the frame have moment of inertia I. Segment BC has moment of inertia 2/. Modulus of elasticity E is constant throughout the frame. The frame is supported by fixed-supports at A and D, and by a roller-support at C. Joint B is rigid. A downward point load of 20 kN is applied at mid-span of AB. Uniformly distributed load of intensity 2 kN/m acting downwards is...
Analyze the frame shown in the figure using both Slope
Deflection and Moment Distribution Methods
Draw the V, and M diagrams
20 kN/m SEI BEI CEI 2E1 2E1 3 m JE - 3 m - - 3 m - - 3 m - - a) Analyze the frame shown in the figure using both Slope Deflection and Moment Distribution Methods b) Draw the V, and M diagrams.
Determine the deflection at point C in the frame loaded as
shown using castiglianos theorem
#1. Determine the deflection at point in the frame loaded as shown P-
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-200+JX100 kg 500 3.00 m 2 : 200 + 3x100 = 500 k 4.00 m. 8.00 m -700x4ーー162.5 La = 162.5 L Ay = 862.5 L
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-200+JX100 kg 500 3.00 m 2 : 200 + 3x100 = 500...
A=1200mm2
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E 70 GPa, l = 554(106) mmt (25 Points) 10 m 15 kN/m -75 kN- 6 m BHinge 6 m
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E...
2) using the virtual work theorem, the displacement of
the D point in the horizontal direction in the system given below,
calculate taking into account only the bending effect. (obtain the
functions that indicates the change of moments about z axes.
you can use various softwares to calculate integrals.you don't need
to draw moment diagrams.
1) using the virtual work theorem, calculate the
deflection (in the direction of down) at point C in this
truss
E= Young's modulus
F =...
2 - Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find location and value of the maximunm deflection. EI constant. 3- Repeat Problem 2 where I for CB is twice as large as I for AC. 4 - For the beam shown in Figure P-3, find the reactions and draw shear and moment diagrams. A is fixed, B and D are hinges, and...