ProblemFor the given truss below,| 2 k|2 k2 kanswer the questions. A = 1.5 in? and E = 29,000 ksiDE,Ffor all members:Show the virtual load on the answer sheet(a)to calculate the vertical displacement of joint B(AB) using the unit-load method (mark themagnitude of the load).6 ftAB(b)Determine the vertical displacement of8 ft8 ftjoint B (Ag) using the unit-load method.

Answered: Image /qna-images/answer/af0d1a1a-f4b5-43e9-b31c-62656c801cbd.jpg

Problem answer the questions. A = 1.5 in² and E = 29,000 ksi PFor the given truss below, 2 k 2 k 2 k E F for all members: Show the virtual load on the answer sheet (а) to calculate the vertical displacement of joint B 6 f A B (Ag) using the unit-load method (mark the magnitude of the load).

Problem answer the questions. A = 1.5 in² and E = 29,000 ksi PFor the given truss below, 2 k 2 k 2 k E F for all members: Show the virtual load on the answer sheet (а) to calculate the vertical displacement of joint B 6 f A B (Ag) using the unit-load method (mark the magnitude of the load).

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: Calculate the internal force in each bar for the roof truss as shown below. For each bar, indicate…

Q: 2. Solve the problem using the member stiffness relationship in the global coordinate system, F =…

A: Step 1Write the expression for the stiffness coefficient, kij when i is row number and j is column…

Q: 3. The lap joint is connected by nine 20-mm diameter rivets. Assuming that the axial load P = 150 kN…

A: The load applied to lap joint,P =150 KNThe load is equally distributed to 9 rivets.the dimesion of…

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: The truss shown is hinged at A and F. Find the reaction/s at the support and force in each members…

Q: 1000 N 1500 N/m A C D В 2 m 2 m

Q: For the truss shown in the figure, determine the horizontal displacement at joint C due to the…

A: To find the horizontal displacement at the point C in the given truss

Q: QUESTION 1 Determine the force in member DF using method of section of the Howe truss shown if: P=…

Q: olem 4.7 The truss is made of three A-36 steel members, each having a cross-sectional area o ▼ Part…

Q: Problem 1 answer the questions. A = 1.5 in² and E = 29,000 ksi For the given truss below, |2 k 2k…

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

Q: For the truss shown below determine the vertical displacement at joint A using the method of virtual…

Q: Box-section cantilever beam in the figure bears. Safety stresses in pressure and tension…

A: x=a1x1-a2x2a1-a2x=12×20×202-8×8×8212×20-8×8x=12.18cmCalculate moment of…

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 21 kN/m, P = 35 and M = 28…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

Q: Using virtual work method, find: (d) virtual internal force Fv in member CD due to a one unit…

Q: 15 kN A = 500 mm A A = 400 mm² A = 500 mm 3 m A = 400 mm² 2 A = 500 mm D 30 kN 4 m B E = 200 GPa

A: Hinge suport a A which will have 2 support reaction forces( vertical and horizontal)Roller support…

Q: hine the force in member DF using method of section of the Howe truss shown if: Kn A Kn 2 Kn Decimal…

Q: Solve the internal forces on the given beams. (N, V, M) The cutting plane should pass through the…

A: For calculating the shear and bending moment for the given beam we have to calculate reaction on 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: * Your answer is incorrect. Rigid bar ABC is supported by a pin at bracket A and by tie rod (1). Tie…

Q: Determine the force in member CE using method of section of the truss shown if: P= 607 Kn Q= 428 Kn…

A: To find force in member CE

Q: 150 kN 150 kN 60 kN · m 60 kN - m В E -2 m 2 m - 5 m-

A: let,RA=vertical reaction at support A in upward directionRE=vertical reaction at support E in upward…

Q: Determine the maximum bending moment magnitude for the beam shown below. Use a = 18 ft, b = 6 ft,…

A: Solution:- Bending moments at various sections: BMC=0BMB=-6×6×62 =-108 kip.ftBMA=-6×24×242+96×18 =0…

Q: ox-section cantilever beam in the figure bears. Safety stresses in pressure and tension respectively…

A: Given- A Box-Section Cantilever Beam carrying UDL of magnitude q. It is required to Draw the…

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

Q: The truss structure (all members have the same area) carry the loading shown (P = 150 kN) Determine…

Q: Using the method of sections and cut line aa, = calculate the force FCF in member CF of the truss if…

Q: Question 8 Consider the below truss. Given: Applied load P = 33 kN, vertical reaction at H Hy = 33…

A: Using joint method

Q: A symmetrical beam cross section is shown below. The centroid is in the exact centre of the section.…

Q: Consider the beam as shown in the figure. The maximum shear is found to be 1.5P Ibs. The moment of…

Q: Solve the internal forces on the given beams. (N, V, M) The cutting plane should pass through the…

A: For calculating the shear force on both sides first calculate the reaction on both supports. In the…

Q: For the truss in figure below, the cross-sectional area of the truss members is A=500 mm² and…

A: A truss is given, we need to find out the strain energy.*Note: As per Bartleby's guidelines we are…

Q: a 2P B E FIGURE Q1 C a

Q: (Place the origin at point A.) Let a=3.25 m, b=4.25 m, Pg = 30KN, and Pc = 100KN. Pe C b. Use your…

Q: A weight W= 120 kN is being supported by steel sections with force T, force F, and force C. The…

Q: Solve the internal forces on the given beams. (N, V, M) The cutting plane should pass through the…

Q: Find the support reactions at joints A and D, then solve for internal forces at the top of member…

Q: Using the method of sections and cut line aa, calculate the force FCF in member CF of the truss if P…

A: Given :

Q: The midpoint B of the steel cantilever beam ABC is supported by a vertical aluminium ro maximum…

A: Draw the free body diagram

Q: 3 m |B 89KN 89KN 4 at 3 m = 12 m-

Q: The principal stresses are incorrect but the maximum shear stress is correct. What are the two…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: Solve the problem using Moment -Area Method Problem II. The midpoint B of the steel cantilever beam…

A: This question is related to the Strength of Material.

Q: QUESTION 2 Determine the force in member CD using method of section of the truss shown if: P= 522 Kn…

A: A truss is shown in fig. and it has been asked to determine the force in member CD using method of…

Q: A single axial load of magnitude P is applied at end C of the steel rod ABC. Knowing that E = 30 x…

Q: Using the method of sections and cut line aa, = calculate the force FCF in member CF of the truss if…

Question

100%

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 5

Step 6

Step by step

Solved in 6 steps with 6 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

Using the Method of Consistent Deformations (Force Method), determine the Fixed-End Moments (FEM) at the fixed support of each beam shown. Take flexural rigidity, EI, as constant.
3. The shaft is attached to rigid fixed supports at each end. The maximum shear stress will be equal in both segments when the torque T is applied at B Determine the d.. Use 2 decimal places. Use the given sign convention for uniformity. dAn =? dac = 40 mm 0 (+) 1200 mm 800 mm
Consider the pin-jointed plane truss shown in the figure (not drawn to scale). Let Rp, Ro, and R denote the vertical reactions (upward positive) applied by the supports at P, Q, and R, respectively, on the truss. The correct combination of (Rp, Ro, RR) is represented by 2 m 3 m TIÌTT 7TTTT Q 30 kN 3 m 3 m 3 m P.
The shaft is made from a solid steel section AB and a tubular portion made of steel and having a brass core. If it is fixed to a rigid support at A, and a torque of T = 50 lb.ft is applied to it at C, determine the rotation angle that occurs at C relative to A and compute the maximum shear stress and maximum shear strain in the brass and steel. Take Gst = 11500 ksi, Gbr = 5600 Ksi. 3 ft 2 ft 0.5 in. B 1 in. T = 50 lb·ft
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
Explain
2. Solve the following problem of bars in axial load using the finite element method, finding a) displacements at the nodes, b) reactions at supports, c) forces and stresses in each element. Consider E1=E2=E3=200GPa, A1= 20x10-4 m2, A2= 10x10-4 m2, A3= 8x10-4 m2 for the bars. F2= 40kN, F3= 50kN
Solve using Virtual Work Method refer to the truss shown below. The A and B are hinge support.
A portal frame shown in figure (not drawn to scalé) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in the horizontal direction. The flexural rigidity. El, of each member is 106 kNm². Under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m Q El El 10 m 50 kN
Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. One load of P = 1700 Įb is applied to the assembly at A, two loads of Q = 500 lb are applied at B, and two loads of R = 1100 Ib are applied at C. The diameters of rods (1), (2), and (3) are di = 0.675 in., d2 = 0.54 in., and da = 0.945 in. Determine the axial normal stress in rod (2) (1) (3) FR A B C D
NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A roof truss is shown. Take the load P = 1.7 kN. Determine the force in each member of the roof truss shown. State whether each member is in tension (T) or compression (C). Note: please double check answers. Thanks.