Problem Set 1 5 kN/m Solve the following problems. Show complete solutions and appropriate diagrams. Incomplete solutions and diagrams will not be considered. Round - off answers to the nearest third decimal 3 m place with the CORRECT simplified units. 1. Determine the value and direction of the internal normal force, shear force, and bending moment at point C in the beam as they act on section 2 m 2 m 2 m- АС. Normal force at C (kN)

Problem Set 1 5 kN/m Solve the following problems. Show complete solutions and appropriate diagrams. Incomplete solutions and diagrams will not be considered. Round - off answers to the nearest third decimal 3 m place with the CORRECT simplified units. 1. Determine the value and direction of the internal normal force, shear force, and bending moment at point C in the beam as they act on section 2 m 2 m 2 m- АС. Normal force at C (kN)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Determine the reactions of the given beam using slope deflection method. P₁ = 25 kN, P₂ = 25 kN, and…

A: Given:Required:Reactions of the beam

Q: A simply supported 5-meter beam is an S- Beam, S610 x 119. If the beam has no external load, A. What…

A: Given:S610*119 beamLength = 5mSimply supported beam with no external loadRequired:Reaction at hinge…

Q: Considering only buckling in the plane of the structure shown and using Euler's formula, determine…

A: Given : E = 29 X 106 psi This is a problem of solid mechanics where we have to find the value of θ…

Q: 2 kips 4 kips 5 kip · ft C D A В - 5 ft--5 ft --5 ft-

A: Shear force diagram - It is the diagrammatic representation of forces acting along the axis of the…

Q: Given a 2-D force system with geometry as shown. Find the magnitude of the equivalent resultant…

A: Given: In the given figure,P=315 NQ=587 NT=460 N

Q: force Pheeded Also, determine the proper placement x of the hook for equilibrium. Neglect the weight…

A: To find value of force P

Q: Determine the range of P for which the system of two blocks will be in equilibrium. Friction is…

A: The free body diagram for the block A. The friction force between block is zero.

Q: PROBLEM - ASSIGN ALL PARTS NOTE: This is a multi-part question. Once an answer is submitted, you…

Q: Use the force method to find the value of the redundant force RCx. All bar areas are the same. (Ans:…

A: To determine the reaction force at C, Rcx Using unit load method (force method)

Q: A III [ 2 m d 300N B 3m 307 M=1500Nm For the above diagram, given that F₁ = 800 N, w = 400 N/m and d…

Q: Knowing that P is 30 kN, applied to both sides of the bar at B and Q is 28 kN, applied to the bar at…

A: Given Data:The intensity of the load P=30 kNThe intensity of the load Q=28 kNThe length of span AB…

Q: Compute the resultant moment at Point A

Q: 3. A bag of potatoes is sitting on the chair as shown. The force exerted by the potatoes on the…

A: Forces applied by potato bag: At E: Vertical =24N, Horizontal = 84 N At G: 28 N perpendicular to BH

Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

Problem Set 1
5 kN/m
Solve the following problems. Show complete
solutions and appropriate diagrams. Incomplete
solutions and diagrams will not be considered.
Round - off answers to the nearest third decimal
3 m
place with the CORRECT simplified units.
1. Determine the value and direction of the internal
normal force, shear force, and bending moment
at point C in the beam as they act on section
2 m
2 m
2 m-
АС.
Normal force at C (kN)
%3D
Shear force at C (kN)
%3D
Bending Moment at C (kN)
%3D

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Problem 1. Determine the range of weights W that can be applied without causing motion of the 100-lb block. The pulleys and the rollers all have negligible friction. 4, = 0.30 100 lb 20° W 10°
Calculate for the axial force in kN at member DC of the frame shown in figure 2 using Cantilever Method. Enter absolute value and use 2 decimal places in your solution. a = 39.4 kN, b = 39.2 kN, c = 2.7 m "a" kN D H "c" m "b" kN K "C" m "b" kN B F "c" m 4 m 5 m A = 40 x 10° mm? A = 60 x 10° mm? A= 40 x 10° mm? FIGURE 2
Mathematical idealization of a crane has three bar with their vertices arranged as shown with load of 80 kN hanging vertically. The co-ordinate of the vertices are given in parenthesis. The force in members QR is P (0,4) 80 kN 22.84° 04.030 53.13° Q (1,0) R (3,0)
Beam PORS as in Figure Q1 is pin connected at P and S. (a) Develop the shear force (V) and bending moment (M) as function of x for section RS, taking point P as the origin. (b) Draw the shear force and free body diagrams of the entire beam and indicate all important points on the diagrams. [Note: All calculations must be clearly shown] 40 kN 10 kN/m P S 20 kN.m 4 m 2 т 4 m Figure Q1
If the vertical component of the force F applied to the ring is 10 lb, determine the magnitude F and also the horizontal component. F 300
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
Please answer attached image.thank you
Solve the problem and answer the questions that follow. - If the supports were swapped such that the left support were a roller and the right support a pin, how would your solution change? - If the value of “w” were doubled, what would be the bending moment at the left most point of the beam?
Avoid truncation in the middle of solution (3 decimals for final answer )
1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector ÅBc 3. The position vector Tɛ/a 4. The position vector īB/a
Solve the following problems completely and neatly. Use 3 decimal places in all your computations except for strain and rho(5 decimal places). Input your answer in the text box provided in each number. Calculate the maximum positive moment in the beam in kN.m.0 Calculate the effective depth of the section in PART A in mm.0
w B -2 m +2 m- 2 m- For the beam and loading shown, (a) the absolute value of the reaction force at B|R 8| In kN units, (b) the absolute value of the displacement at the midpoint D of part BC of the beam |yp| Specify in mm units. Take the P value of 11 kN and the w value of 33 kN/m in the question . Take E = 200 GPa and I = 34.4 x 10 -6 m 4