3. Rigid member ABD is connected to elastic member CDE as shown. Forthe given loading, what are the vertical displacements of points A and E?A20KNdimensions in metersBrigidIст0.4E0.25kNE=7oGPaA=100mm²

Given E=70GPa A=100 mm2 To Find Vertical displacement at A and E

Answered: 3. Rigid member ABD is connected to…

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

P=67
3
ЗР L/6 1. From figure 1.1. Determine 10 the distance 'a' as a fraction of the beam's length 'L' for locating the roller support at C so that the internal moment at B is zero. * 2. A particle is subjected to vector forces A = (2lb)i + (-6lb)j + (10lb)k and B = (-6lb)i %3D + (-2lb)j + (2lb)k. What will be the resultant force? *
1. A Using E = 100 GPA. IN.A. = 1,500 x 10 mm², compute the SUPPORT REACTIONS of the loaded beam shown when: a. supports are unyielding. b. support at the midspan yields 4 mm. 4m 60 KN/m B 2m www 10 KN C D 2m
10 ft 10 ft Problem # 1 B 8k ft 10 ft Use the Virtual Work as the displacement method. Determine the reactions at Deflection Curves of Actual, Primary and Structure with Redundant Cy. the supports if the support at C is forced upwards 0.15in. Take E = 29000ksi Bkjt %3D and = 600 in^4. Note: Use Cy as the redundant reaction. Use Compatibility Equation: (+1) 0.15 = -Ac + GScc
Analyze the loaded beam as shown. Be guided as follows: Solve for the reactions at supports Draw Shear and Moment Diagrams Compute for deflection at A (AA) and slope at C (0c) using Conjugate Beam Method a. b. С. 50 kN 90 kN D A C 6 m 9 m 9 m El = constant E = 70 GPa %3D I = 95 (106) mm4
QI/ The rigid pole and cross-arm assembly is supported by the three cables shown. A turnbuckle at D is tightened until it induces a tension T in CD of 1.2 kN. Express T as a vector. Does it make any difference in the result which coordinate system is used? Ans. T = 0.321i + 0.641j – 0.962k kN, IC 1.5 m B 1.5 m G T= 1.2 kN 3 m 2 m 1.5m 3 m
An equilateral triangular prism (SG = 2/3) is floating on water as shown. A side of the equilateral triangle is 40cm and the prism is 2m long into the paper. Solve the distance of the hydrostatic force on AB from the centroid of AB. O 4.8cm O 5.1cm O 5.4cm O 4.4cm
Q1 A pin-jointed plane truss is pinned at point A and supported on a roller at point E. it carries point loads at point C and D. Using method of virtual work, determine the vertical displacement at joint C. Given the following: 1500mm 200 kN/mm? Area of each member = E 2m C 10 kN 10 kN 3m 3m
The continuous beam is loaded as shown in the figure. The supportsatA is fixed, B, D and C are rollers. Use Slope-Deflection in determining the following: a.Reaction at the given supports. b.Shear and moment diagramof the beam E =200 GPa and I=100x10^6 mm^4
18. Replace the two forces shown by a force-couple system with the force acting at O. 360 mm 270 mm 50 N A 300 90 N
Problem 2. Consider the frame shown below. Take E constant for all three members, and ignore axial deformations. a) b) Find all reactions. Draw the BMD; identify the magnitude and location of all minima, maxima, and inflection points. Find the horizontal deflection at joint C as a function of EI. 10 m XB 15 m I 21 15 m D I -30 kN

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. Rigid member ABD is connected to elastic member CDE as shown. For the given loading, what are the vertical displacements of points A and E? 20KN dimensions in meters B s rigid Ст 0.4 E 0.2 5kN E=7oGPa A=100mm²