P.6 mB4 mEApD6 m6 m Consider the steel truss shown in (Figure 1) to answer Parts A, B, and C below, where P = 36 kN and P2 = 46 kN . The cross-sectional area of each member is A = 400 mm? , and E = 300 GPa .Part A - Horizontal displacementUse the method of virtual work to determine the horizontal displacement of joint D due to the applied loads. Let a positiveanswer represent a displacement to the right and a negative answer represent a displacement to the left.Express your answer in the appropriate units to three significant figures.• View Available Hint(s)HA?Valuemm=SubmitPrevious Answers Request AnswerIncorrect; Try Again; 4 attempts remaining

Given: P1 = 36 kN P2 = 46 kN A = 300 mm2 E = 300 GPa

Answered: 6 m B 4 m E D 6 m 6 m

Engineering

Civil Engineering

6 m B 4 m E D 6 m 6 m

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. Compute the vertical reaction of the roller support of Beam EF. b. Compute the vertical reaction…

Q: Determine radius of mohr circle

Q: Profile of a weir on permeable foundation is shown in figure I and an elementary profile of…

A: Given data- A weir on permeable foundation- Uplift pressure heads at Q, R & S-3.14 m, 2.75 m,…

Q: D F 6ok F 10 KA 10 10 Fimure P-7 tel

Q: F=90 N 900 mm A 500 mm

Q: A railroad curve has Dc = 4°00', I = 24°00', and PI station = = 35+ 45.00 ft. Use the chord…

Q: Draw the shear and moment diagrams of the following beams by semi-graphical method. Write the shear…

A: Given: Required Shear force and bending moment diagram

Q: STA BS HI FS IFS ELEV BMa 1.265 225.70 0+00 3.5 +15 2.8 TP1 3.478 0.95 0+20 2.1 +25 3.2 3.6 +30 +35…

Q: Critical duration ? P2 16 days 18 days 15 days 17 days 3 R 4 3 5 U 3 W 2 2

A: A network has been shown in the above figure. We have to find out the critical duration of the given…

Q: Use the following values for your calculations: width of channel, b = 36 cm; roughness, n = 0.01. 1.…

A: Note: As per our policy for a multipart question only three parts can be solved for other parts…

Q: From the given plan, using class A mixture, Determine the total number of bags(40kg) of cement for…

Q: Problem #8 A (m) E D Y (N) 2 m F X (N) |C 2 m A В

A: Determine force in all members of truss?

Q: Find the value of EI · 8 at the center of the last span of the beam. (Practice at Home)

Q: 30 „5 in. 18 in. B

A: to find - moment about A in given illustration

Q: The stress of a structure is shown in the figure below. Assuming that the El of the entire beam…

A: To determine:SFD and BMD of frame-Moment distribution method is used for the analysis of frame

Q: What reduction factor are we going to use if p > Pb a. 0.9 b. 0.65 c. 0.45 d. Ø= 0.65 +0.25 Ey Et…

A: Given:-ρ>ρbTo find:-reduction factor

Q: 1. Find the shortest path from A to D. B 2 3. 2 G 5 F8E

Q: Compute completely the internal forces of the members of the truss loaded as shown.

Q: A plank L m long is placed in a horizontal position with its ends resting on two inclined planes as…

A: Given: Required: How close the load P can be placed near B before slipping impends

Q: Problem #2. The state of stress at a point with ox, oy and txy as shown. Analyze the state of stress…

Q: =if LL-30 and PL=10 then Pl 22 O 12 O 20 O 15 O 16 O

A: Given data, Liquid limit = 30% Plastic limit = 10% To determine Plasticity Index = ?

Q: Find hte length labeeled x

A: Find the length labelled x

Q: Critical duration ? P ם 2 16 days 18 days O 15 days O 17 days > 3 R 4 S S3 5 U 3 W 3 2 2

Q: Critical duration ? 22 O 16 days 18 days 15 days O 17 days ( 3 R 4 53 S 5 U 3 2 NX 2

A: This question is related to the CPM and PERT from Civil Engineering.Find out - Calculate the…

Q: Determine total indeterminacy

A: To determine the total indeterminacy. The total degree of static indeterminacy (Ds) can be given…

Q: Base from the path of the projectile as shown in the figure. What must be the 6, in order for the…

A: v= 70ft/s l= 150 ft to find angle of throwing missile

Q: A double angle is used as the top chord of a given truss shown in figure 17.7. It is composed of 2 -…

Q: In the figure, what is the distance of member EM in m? 3 KN 2 KN 6 KN 8 KN 6 KN 2 KN 3 KN 0.50 m K M…

Q: a a 100 mm -75 mm- - 75 mm- 50 mm 100 mm 50 mm A a Figure Q2[b]

Q: A piece of ducting must be custom-made. It must fill a gap 257⁄16 inches long.One end of the duct…

A: Given:- a gap 257⁄16 inches long.One end of the duct must also fit into the next piece of ducting…

Q: I can't seem to understand how did 40kn came out on summation moment B, can you please explain.

A: Problem Explanation for step "summation of moment at B = 0"and calculation of RA

Q: Which among the following determines the direction of closing error? O a. Tan δ = Σ/ΣΟ b. Tan 8 =…

A: A closing error is a distance that failed to close the end of the traverse line with its starting…

Q: Find the volume of excavation required for the area shown in the figure. Each grid point (20 in…

A: Depth of the cut at every location is given find the average depth of cut…

Q: A 150 200 200 100 150 23. Determine the net area for ABCD. Thickness of plate is 10mm and the…

Q: explain how to do this and what would be happened in autocad?

A: For the first figure, just use the line command and input the measurement values to draw the entire…

Q: a. Determine the centroid of the area shown with respect to the indicated X and Y axes. b. Determine…

A: For the given figure, the centroids, moments of inertia about centroidal axes, polar moments of…

Q: 5. Which of the following is true? a) HGL will never be above EGL

A: To find : Which statement is true.

Q: Question 3 Find the ratio Q1 Q₂ 30⁰ Q₁ Q₂|

A: Given- Angle of bend=30o, It is needed to find the ratio of discharge going up (1) & going down…

Q: Three bars pinned together at B and C and supported at hinges at A and D as shown in the figure.…

Q: From the figure, determine the number of 4" x 8" x 16" concrete hollow blocks to construct the…

A: Let's take 4 inches thickness of wall Total volume of fence is L*B*H L =( 2x53+21+2x5.5 )x39.37…

Q: Q2 calculate the Vertical movement of point A 1 41 t Steel wire D = 25 m E = 20X1D" +4 Wi 2 4 20KN…

A: Determine the vertical movement of point-A.

Question

Consider the steel truss shown in (Figure 1) to answer Parts A, B, and C below, where P = 36 kN and P2 = 46 kN . The cross-
sectional area of each member is A = 400 mm? , and E = 300 GPa .
Part A - Horizontal displacement
Use the method of virtual work to determine the horizontal displacement of joint D due to the applied loads. Let a positive
answer represent a displacement to the right and a negative answer represent a displacement to the left.
Express your answer in the appropriate units to three significant figures.
• View Available Hint(s)
HA
?
Value
mm
=
Submit
Previous Answers Request Answer
Incorrect; Try Again; 4 attempts remaining

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 3 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

please show all your solutions I NEED IT ASAP PLEASE
Compute the moment of inertia for the built up section shown below about the strong axis only.
Figure Q3 shows an overhead crane truss supported by pin and roller supports at point A and E. The truss is subjected to forces of 20 kN, 30kN and 20 KN acted at joint G, H and I, respectively. The cross-section area for the truss member is 2000 mm? and the Young's Modulus for all truss members is 250 kN/mm?. As a structural engineer, you are responsible to ensure the overhead crane truss is safe during maintenance works. Therefore, the crane is additionally supported by roller support at joint C. Calculate reaction, R. at support C (assume the unit load acting downward)? (a) (b) How do you present the new data on internal force for member BC when overhead crane has additional roller support at Joint C?
What is the maximum applied load this structure can support before it fails due to yielding (i.e. if 18 kN force was increased, how high could it go)? What is the maximum applied load if the material was changed to Ti-6Al-4V (Grade 5) titanium?
5.0 m (100+SN) KN> 144 KN 5.50 m E 6.0 m C 7.0m K 5.0 m O 120 KN 96 KN M U W Note: SN is the sum of your Student Number, e.g. 201802475=2+0+1+8+0+2+4+7+5 = 29 Instruction: Solve the following problem completely using portal method and write the solutions neatly in the plate template. Summarize your final answers at the end of each problem. Round off your answers to 3 decimal places. 1. Portal Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following: a) The shear forces in columns and girders. b) The axial forces in columns and girders. c) The moment at the end of each member. d) Summarize your results by drawing the frame with the internal forces. 4.0 m R 4.20 m 4.50 m 5.0 m
Problem: 1 Kuwait University Name: Resolve the force F₂ into components acting along u and v axes and determine the magnitudes of the components. F₂ = 150 N 30° ID: V 105° F₁ = 250 N 30° "
Dear eng, Pls ans quickly Thanks
Kindly answer please with complete solution. Needed ASAP
Date: A 60 cm square gate has its fop edge 12m belaw the water surfa ce. It is on g 45 ang le and iHS bottom edge is hinged as Shown in figure below . What for ce P is needed to just open the gate ? hes 0CM 1 8. 10 water ACH 45°
Find work done value Force applied on box=101 N Displacement 5 m