3.1d Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. bartleby 3.1 Compute the displacements, reactions, and bar forces for the trusses shown.Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa.20b3080 408 m(d)500 kN20206 m

Answered: Image /qna-images/answer/d3664054-c6dc-464d-8199-ba596890943a.jpg

Answered: 3.1 Compute the displacements,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Calculate the displacement, rotation and reaction forces for the frame system given in Figure 2. The cross-sectional characteristics of the elements are the same. E=200,000 MPa, A = 6 x 103 mm2, I = 200 x 106 mm4.
Required information The components of a frame are shown. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. В 4 in. E D +6 in.→6 in. →-4 in. 8 in. Knowing that P = 120 lb and Q = 75 Ib, determine the components of all forces acting on member BCDE of the assembly shown. The components of all forces acting on member BCDE are: A = * Ib 1 B= * Ib 1 Cx = x Ib + Cy= * Ib ↑ Dx X Ib → Dy- * Ib ↑
The force of a beam is shown in the figure below. If you want to apply an additional force of MA to make the corner of point A zero, try to calculate the magnitude of the bending moment MA, and the EI of the entire beam section is constant.
2. For the beams shown in figures, determine the displacements and the slopes at the nodes, the forces in each element, and the reactions. I kip 4 20 ft 3 m L 2 W L B 2 20 ft 10 kN 20 kN m W 17 L 3 m B E = 30 x 106 psi I = 100 in C E = 210 GPa /= 4 x 104 m²
please help on the question in the photo
frame shown below, P=20 kN and a=2 m. Use the virtual work method to calculate the rotation of node A. What I'm looking for isn't how to do virtual work or real work. What I'm trying to figure out is the correct forces during virtual work for Ay, Bx, By, Cx, and Cy. *I'm have trouble using the rotation of 1.0 at Node A*
w=24kn/m a = 15m I = 70 x 10^6 mm^4 E = 200 GPa Find displacement at C using moment area method
Determine the intenal normal force, shear force, and moment at point Cin the simply supported beam. Point Cis located just to the right of the 250 Nm couple moment. * Make sure to add units out of ** Your answer should look like this: Ne =, Vc=. Mc 100 N 5 m 300 N/m A 35 250 N.m 8 m 4 m 4 m 40 N Answer
The rigid horizontal bar is supported by two elements and loaded as shown in the figure. The two vertical bars are made of steel (E = 200 GPa) and cross-sectional areas of 11100 mm2 and 9280 mm2 for BE and CF respectively. Determine the deflection of point A (Express your answer in mm)
Calculate a) the position of the centroid b) the moment Ic, with respect to an axis passing through the centroid c) the moment I with respect to the axis designated in the figure. Answer in the image
Problem 1: Determine the joint displacements, member end forces, and support reactions for the beam shown in the Figure using the matrix stiffness method. EI = constant, E = 200 GPa, I = 400(106)mm* %3D 25 kN/m 90 kN 90 kN lot 18 kN/m 120 kN m 3. 3 5m 5m 15 m- 15 m 15 m-
The 16 x 22 x 25-mm rubber blocks shown are used in a double U shear to isolate the vibration of a machine from its supports. An applied load of P = 690 N causes the upper frame to be deflected downward by 7 mm. Determine the average shear strain in the rubber blocks. upper U frame 16 mm 7 mm 22 mm rubber block

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

3.1 Compute the displacements, reactions, and bar forces for the trusses shown. Cross-sectional arcas (mm² × 10³) are shown on each bar. E = 200,000 MPa. 20 b 30 80 40 8 m (d) 500 kN 20 20 6 m