Use Moment Area Method to solve the problems given below. 2. Determine the reaction at the support A and B of the propped cantilever beam.300 Ib/ft120 Ib/ft1S ft

Free body diagram of the given problem:

Answered: 2. Determine the reaction at the…

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

Please help me solve my STRUCTURAL THEORY problem. Please follow the instructions strictly and please write legibly. Use only SLOPE DEFLECTION METHOD
Problem 5: The beam is loaded as shown. Determine the slope and deflection at the free end. Assume constant EI. Use P = 1 (lb) and w=19 (lb/ft). Express your answers in terms of EI with appropriate units. Use the following methods: a. Moment area method b. Conjugate beam method W 6 ft 4 ft 3 ft R1 R2
OEVALUATE The following problems are given to assess your ability to solve problems on equilibrium of force systems. Instructions. Solve the following problems, refer to your Assignment Guide on the specific guidelines on formats and how to submit your solution. 1. The beam is subjected to a load F = 400 N and is supported by the rope and the smooth surfaces at A and B. B a. Draw the free-body diagram of the beam. 45 30° b. What are the magnitudes of the reactions at A and B? -1.2 m-1.5 m-1m- 2. For the beam shown: a. Draw the free-body diagram of 1.8 m 1.8 m 1.38 kN the beam. b. Determine the reactions at the supports. 0.80 kN 25 AL 1.5r 1.5m 21m m, 3. Three cables are joined at the junction ring C. Determine the tensions in cables AC and caused by the weight of the 30-kg cylinder. 45 15° 30 kg 30%
For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.250 m, b=6.50 m, PA = 60kN, and PC = 70kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.
Solve the given problem. Round off answers in all computations in 4 decimal places. Determine the moment capacity of the beam shown in the figure.
Please include your complete solutions. Also include shear and moment diagrams. Thank you!
Please help me with solution to Item 4 (Sub question No- 4) For the beam below: Draw the approximate deflected shape from the bending moment diagram. Develop the piecewise functions of θ(x) and v(x) using double integration. Assume EI is constant. Take x to be references from the farthest left point on the beam If w = 2 k/ft and L = 5 ft, locate the point of maximum deflection between supports A and B. Develop a variable based excel program that allows you to plot both the slope and displacement functions with x. In other words, your program should be able to take any value of w, L, E, I and x and automatically calculate deflection and slope. Print x-y scatter plots connected by smooth lines for both the deflection and slope using values of x ranging from 0 to 2L in increments of 0.5 ft. Plot the displacement in inches and slope in radians for the following cases using your program: i) w = 2 k/ft, L = 5 ft, E = 4,176,000 ksf, I = 0.073784 ft4 ii) w = 10 k/ft, L = 6 ft, E =…
Structural mechanics ( analysis)
answer should be on the choices. Please provide a detailed solution. hoping for a written solution. Thanks
4.1 Show your complete solution
1. The cantilever beam in Figure 1 is fixed at A, and is loaded with a distributed load from A to B and a concentrated moment at C. Use the GRAPHICAL METHOD to plot the shear force and bending moment diagrams for the entire length of the beam. Label values at all key locations on the plots (at changes in loads, maxima, minima, and zeroes). Annotate your diagrams to explain how they were drawn (e.g. “AQAB = (-12 kN/m)(1 m) = -12 kN" and "(dQ/dx)AB =-12 kN/m"). 12 kN/m 5 kNm В D 1 m 0.5 m 0.5 m Figure 1.
Using Double Integration Method derive an expression for the following: a) Reaction at propped support b) Wall moment c) Mid-span deflection

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

2. Determine the reaction at the support A and B of the propped cantilever beam. 300 Ib/ft 120 hn 15 ft