KAssignment 5Problem 14.25 of 5Consider the truss shown in (Figure 1). TakeA = 0.0015 m² and E = 200 GPa for each member, andF = 17 kNPart ADetermine the vertical deflection at joint (2Express your answer to three significant figures and include the appropriate units. Enter negative value in the casewhen the deflection is downward and positive value in the case when the deflection is upward.?Ay2 = 0.00077Figure1 of 1SubmitPrevious Answers Request AnswerF4 m4 mX Incorrect; Try Again; 11 attempts remaining18Part B3 m4Determine the force in member 4 of the truss.Express your answer to three significant figures and include the appropriate units. Enter negative value in the case

Answered: Image /qna-images/answer/d1eadca7-d3e1-4772-9c39-b0c804ecbdc8.jpg

Answered: Civil Engineering Question

Engineering

Civil Engineering

Civil Engineering Question

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: A beam is subjected to equal bending moments of M, = 310Ö N-m. The =35 mm, d = 70 mm, and t=7 mm.…

A: A beam is subjected to a equal Bending moment which values is given in the question. The cross…

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

A: ∑Ma=0⇒Cy*6-9*3*1.5=0 ⇒Cy=6.75 KN∑Fy=0 ⇒Ay+Cy-9*3=0 ⇒Ay=20.25 KN

Q: Determine the force in each member of the loaded truss. The force is positive if in tension,…

Q: Use the method of joints to determine the force in each member of the truss. State whether each…

A: It is required to find forces in truss members.

Q: Problem 2. Use virtual work method and determine the following unknowns on the truss system shown…

Q: 1. The horizontal members of the pin-jointed truss are rigid. For all other members the…

A: ANSWER:-

Q: Each of the links AB and CD is made of aluminum and has a cross-sectional area of 0.16 sq.in.…

Q: , find vertical deflection at ( d

Q: E = 70 GPa. the deflection 20-mm diameter 0.4 m 0.5 m 60-mm diamete

Q: A truss is given in the Figure below. The truss is supported by hinges at joint 1, joint 2 and joint…

A: A truss is an assembly of beams or other elements that forms a rigid structure and the triangulation…

Q: 80k (7.5) 10 (7.5) (4) (4) 20 20 (3)

Q: Figure Q1(b) shows the steel truss with a 3-meter span. The cross-sectional area for all members of…

Q: 15m P |-1.5 m- 3,3 m 3,6 m

A: To compute the normal effort due to load P = 1100 N .we will use Method of joints . In method of…

Q: Calculate the deflection and slope at A and C of the concrete beam in the figure using conjugate…

A: A beam is given with loading as shown in the figure above and it has been asked in the question to…

Q: The beam of negligible weight is supported by springs at point A and B. Spring A has a spring…

A: Given data - d1 = 2 m d2 = 2.5 m W = 600 N/m K1 = 800 N/m K2 = 1550 N/m Find out - a. Determine the…

Q: determine the deflection of (a) point A, (b) point B.

A: To find: deflection at point A and B

Q: Consider the truss shown in (Figure 1). Take A = 0.0015 m² and E = 200 GPa for each member, and F=…

Q: The cross sectional area of each member of the truss shown in the figure is A = 500 mm^2 and E = 200…

Q: Three steel rods, each having a cross-sectional area of 500 mm2, are assembled in a symmetrical…

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 200 GPa; 1= 350 × 106…

A: Given: E=200 GPaI=350×106 mm4P=50 kNw=20 kNmLAB=1.50 mLBC=2.50 m To find: (1) Deflection at A. (2)…

Q: The I-beam is loaded as shown in the figure. Determine the required flange width b so that the…

A: To determine the flange width of the given W beam, so that the bending stress does not exceed the…

Q: Use virtual work method and determine the following unknowns on the truss system shown below. Use A…

A: Given:- Given area A=500mm2 , E= 200GPa, To find:- Horizontal displacement of joint G

Q: GPa, and I = 115 x 106 mm4 Answer:

Q: al member is

Q: In the figure, aluminum [E = 69 GPa] links (1) and (2) support rigid beam ABC. Link (1) has a…

Q: A simply supported beam with P1=52kN, P2=60 kN and w=20kN/m has the loadings shown. If the value of…

A: Answer We can calculate the deflection at point C using the Double integration method EId2ydx2=M M…

Q: Current Attempt in Progress The simply supported beam consists of a W24 x 94 structural steel…

Q: ng shown, determine the beam deflection at point B. Assume P = 85 kN, M P Mc C В LAB LBC

Q: 180 lb/ft 1350 lb-ft A + 9 ft ++ 9 ft →+ 9 ft 9 ft

Q: Problem 11.075- Determine the vertical deflection of point C caused by the load P Each member of the…

A: A = 5 in.2 E = 29 × 106 psi Determine the vertical deflection of point-C. Let's solve using unit…

Q: The cross sectional area of the members of the truss shown is 500 mm² and E = 200 GPa. Solve the…

A: To find out the horizontal displacement of joint C due to external loading in mm.

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

A: For the given beam and loading, the slope at B and the deflection at C are to be determined.

Q: The given overhanging beam is loaded as shown. Use E = 10 GPa and I = 1.5 x 10^6 mm^4 Determine the…

Q: 4. The rigid bar AB is supported by two rods as shown and is horizontal before the load P is…

Q: Z A B P 20-mm diameter 60-mm diameter

Q: The two bars are made of polystyrene, which has the stress-strain diagram shown. If the…

A: Given : Cross sectional area of bar AB is = 975 mm2 Cross Sectional area of bar BC = 2600 mm2…

Q: In figure shown the cross-sectional area of BD and CE is 2 mm?, E = 210 GPa, L, = 350 mm, L2 = 200…

Q: Use VIRTUAL WORK METHOD to answer the questions below considering the truss shown in the figure.…

Q: mine: e beam deflection at point A. e beam deflection at point B. me MA= 250 kip-ft, P – 29 kips,…

Q: concentrated load P = 6 kN, acting downwards, is located midway between the simple supports of the…

A: The given values are as follows, P=6kNa=6mE=233GPaI=253×106mm4To determine the deflection at C

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

A: Given:- E=113000 kip-ft2wo=2.0 kips/ftLAB=15 ftLBC=8 ft To find:- Slope at B Deflection at B

Q: the change in length of member DE due to the applied load. Given: E = 29,000 kips/in.?, area of all…

Q: Problem Solving. 1. The maximum bending moment for a 4 meters freely supported beam has been found…

Concept explainers

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

KAssignment 5
Problem 14.2
5 of 5
Consider the truss shown in (Figure 1). Take
A = 0.0015 m² and E = 200 GPa for each member, and
F = 17 kN
Part A
Determine the vertical deflection at joint (2
Express your answer to three significant figures and include the appropriate units. Enter negative value in the case
when the deflection is downward and positive value in the case when the deflection is upward.
?
Ay2 = 0.00077
Figure
1 of 1
Submit
Previous Answers Request Answer
F
4 m
4 m
X Incorrect; Try Again; 11 attempts remaining
18
Part B
3 m
4
Determine the force in member 4 of the truss.
Express your answer to three significant figures and include the appropriate units. Enter negative value in the case

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 4 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

Member AB of the truss shown is subjected to a 1,860-lb tensile force. Determine the weight W (in pounds). Use x = 52 in., and y = 50 in. Answer is 805.93. No other answer thanks.
The system shown below is comprised of the cantilever beam AB and the supporting truss BC connected to each other by a pin joint at B. Using the Stiffness Method compute the displacements and internal forces in the system under the applied load. Use a frame element to model member AB to account for axial stiffness. Take E = 250 GPa, IAB = 2x10 mm4, AAB = 2x104 mm², Aec = 1x10³ mm². A 80 KN 2 m * 4 m 6 m OB
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 × 106 mmª]. For the loading shown, determine the beam deflection vc at point C. Assume P = 51 kN, w = 18 kN/m, LAB = LBC = 2.8 m, LcD = 2.2 m. C LẠB LBC LCD mm. Answer: vc =
A concentrated load P = 5 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 239 GPa, and I = 271 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) A a a
Problem 2. Use virtual work method and determine the following unknowns on the truss system shown below. Use A = 500 mm² and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. %3D a. Horizontal displacement of joint G due to the applied loads in mm b. Horizontal displacement of joint G considering that the top chord members experience 60 °C increase in temperature in mm. Use a = 10/ °C A=40.0 70 kN B=5.0 "a" kN C=9.0 50 kN "a" kN "c" m D 4 at "b" m
A beam is subjected to equal bending moments of M₂ = 3300 N-m. The cross-sectional dimensions are b = 190 mm, c = 26 mm, d = 75 mm, and t = 5 mm. Determine: (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M₂ N y| M₂ (typ) Z- b H K d
Question 3 The rigid bar AB, attached to aluminum and steel rods, is horizontal before the load P is applied. Find the vertical displacement of point C caused by the load P = 50 kN. Neglect all weights. E = 200 GPa A = 300 mm2 L= 3 m 50 kN 2 m 2 m A D C 1.5 m 3 m
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of EI = 38 x 10^6 lb-ft^2 for the beam; w0 = 6800 lb/ft, LAB = 2.5 ft, LBC = 5 ft, LCD = 3 ft.
Determine the horizontal and vertical deflections at D for the frame shown below (consider E, I constant and neglect axial deformation). P |2L A В C 4L
Problem: For the beam and loading shown, determine (a) the equation of the elastic curve, and (b) the deflection midway between the supports. Assume that EI is constant for the beam. You can use any method for the beam deflection computation. w(x) = w,x/L³ Wo %3D A B
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1620 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 190 kip-ft, P = 26 kips, LAB = 3.6 ft, LBC = 5.4 ft. %3D %3D P V. MA C LAB LBC Answer: (a) VA = in. (b) VB = in.
For the beam load as shown, determine (a) slope at A and (b) the maximum deflection between the supports. El is constant. E = 4 x 10° psi and I= 1200 in 4000 lb 1600 Ib/ft 7 ft 3 ft