Determine the vertical displacement of joint A. The cross-sectional area of each member is indicated in the figure. Assume the members are pin connected at their end points. E =29 (10)3 ksi. D 2 in? E 2 in? 2 in? 3 in? 4 ft 3 in? A 3 in? 3 in? C 4 ft 4 ft 3k

Determine the vertical displacement of joint A. The cross-sectional area of each member is indicated in the figure. Assume the members are pin connected at their end points. E =29 (10)3 ksi. D 2 in? E 2 in? 2 in? 3 in? 4 ft 3 in? A 3 in? 3 in? C 4 ft 4 ft 3k

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 vertical displacement of joint C. Assume the members are pin connected at their end…

A: REACTION: UPWARD FORCE =DOWNWARD FORCE RA+RB=24 MOMEMT IS EQUAL TO FORCE INTO PERPENDICULAR DISTANCE…

Q: The two bars (A = 2 in.? and E = 30 ksi) shown in figure shown are used to support a load P = 20 lb.…

A: Determine the horizontal displacement of point B.

Q: the figure is supported by the steel rod AC of cross-sectional area 0.25 in?. Find the vertical…

Q: %3D Determine force P from the given figure so that xg = 5 m. XB 4 m В 6 m 600 N 1 m D -2 m-

A: Given: The value of xB is 5 m. Consider the figure,

Q: (a) Determine the moment of force F about point 0. Express the answer as a Cartesian vector. F = 120…

Q: Determine the component of the force (X and Y), the magnitude and the inclination with the x-axis of…

A: 3x-component is :Fx=-200cos45Fx=-2002 lby-component is :Fy=-200sin45Fy=-2002 lbMagnitude =200 lb…

Q: Determine the internal moments at each joint using Slope-deflection equation method. El is constant.…

Q: The two bars (A = 2 in.? and E = 30 ksi) shown in figure shown are used to support a load P = 25 Ib.…

Q: Determine the horizontal displacement of joint D of the truss as shown. Take E = 29(103) ksi. The…

Q: 2 k/ft Br Івс 3 800 in.4 10 ft IAB = 500 in.4 ICD = 500 in. D

Q: Determine the work of the force when it displaces 5m as shown in the figure. 100 N

Q: The rigid bar BC in the figure is supported by the steel rod AC of cross-sectional area 0.25 in.…

A: Given data : Area (A)=0.25 in2E=29×106 psiload=2000 lb

Q: Calculate for the axial force in kN at member HG of the frame shown in figure 2 using cantilever…

Q: The end of a cantilever I beam supports forces from three cables. a) If P = 0, determine the…

A: Given :

Q: Using Betti's theorem determine the elongation of the bar 10mm in diameter and I m long subjected to…

Q: 2. Find the distance x (measured along AB) at which a horizontal force of 60 lb should be applied to…

A: A force applied in a direction parallel to the horizon is called horizontal force. Generally it is…

Q: Use Castigliano's Theorem to determine the vertical displacement at joint B in mm. Cross sectional…

Q: 5.2. Find the critical value of the load P Fig. 5.2 if both ends of the beam are simply supported.…

A: Using Finite differences method Euler's buckling load Pcr = π2EIL2 let L = x Pcr = π2EIx2 x Pcr…

Q: 2. Using Forced Method of Analysis, compute the value of the following for the beam shown: (a)…

Q: (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E =…

Q: In the figure, compute the vertical and horizontal components of displacement of joint E produced by…

Q: | 80 kips B 120 kips 20' E -15' 15' 1S'

Q: Determine the maximum horizontal force P that can be applied to the 30-lb hoop without causing it to…

A: The free body diagram of the hoop is given below.

Q: Determine the vertical displacement of joint A if members AB and BC experience a temperature…

A: ΔT = 200°F A = 2 in2 E = 29(103) ksi. α = 6.60 (10-6) /°F.

Q: Determine the magnitude of the vertical displacement of point A (in units of mm). Assume the members…

A: Given A=100mm2 E=200GPa To find vertical displacement of point A

Q: Q1 / Determine the moments at supports for the beam shown in the Figure below. Take E = 200 GPa, I =…

A: Slope Deflection Equation: L = Length of the beam, El = Flexural Rigidity is fixed end moments MAB…

Q: Determine the tension developed in each wire used to support the chandelier of weight w. Use Lami's…

Q: Determine the displacement and the slope at D, shown in the figure. Assume A is a fixed support, B…

A: From equilibrium conditions: ∈MB=0Rc×4-Q×8=0Rc=2Q∴RA=RC-Q =2Q-Q RA =QMA=2Q×8-Q×12MA=4Q…

Q: Determine the vertical displacement of joint A. The cross-sectional area of each member is indicated…

Q: Problem 3. For the simply-supported beam given below, use the Moment-Area method to determine slopes…

Q: Two forces P and Q are applied as shown at point A of a hook support. Knowing that P = 15 N and Q =…

A: To find resultant R

Q: Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-section…

A: Given: The cross-sectional area is 600 mm2. The modulus of elasticity is 200 GPa. Consider the…

Q: 2. Using area-moment method, determine the maximum displacement of the cantilever beam ABC which has…

A: E= 69 GPa Maximum displacement occurs at end of a cantilever beam (Point C).

Q: Analyze the simple frame shown in figure 04 by slope deflection method and find the momentsat ends…

A: Given data:- Below Frame diagram is giving in question;

Q: #1 Determine the vertical displacement of joint A. Each bar is made of steel and has a…

A: Solution; The vertical forces and real forces in each member are shown in fig. a and b,…

Q: Determine the vertical displacement of joint A. The cross-sectional area of each member is indicated…

Q: Use the Castigliano's theorem to determine the displacement of point C and slope of point D of the…

Q: 4. Use the component method to determine the component of each force along x and y axes. F1 = 494 lb…

A: Introduction- The given values are shown below, F1=494lbϕ=58.2° We have to find the component of…

Q: PROBLEM NO. 2 Determine the vertical displacement of joint A. The cross-sectional area of each…

Q: Determine the magnitude of the force F and P to maintain equilibrium of the joint as shown in the…

A: To determine Magnitude of force F & P to maintain equilibrium of the forces.

Q: 3 k/ft 1 ft 3 k/ft A 2 ft 2 ft 2 ft

A: Draw FBD:

Q: QI. The three concurrent forces acting on the screw eye produce a resultant force FR 0. If F2= 0.8…

A: Free body diagram -

Q: For the simply supported beam shown use Moment area Method to determine vertical displacement at "C"…

Q: Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as…

Q: A cylinder having a mass of 250 kg is to be supported by the cord that wraps over the pipe.…

A: Given Data: The mass of the cylinder is m=250 kg. The coefficient for static friction is μs=0.2 The…

Q: 1.) 600 lb Determine: 900 lb - The resultant force (R) - The angle 0 between the R and the x-axis…

A: Given two force 900 lb at 35° with x axis and 600 lb at 75° with x axis. To find :- resultant force…

Q: Determine the displacement and slope at point C of the cantilever beam. The moment of inertia of…

A: Referring to the virtual moment function indicated in fig a and b, the real moment functions in…

Question

Determine the vertical displacement of joint A. The cross-sectional area of each
member is indicated in the figure. Assume the members are pin connected at their end
points. E =29 (10)3 ksi.
2 in
E
2 in?
2 in?
3 in?
3 in? 4 ft
A
3 in?
bod
3 in?
4 ft
4 ft
7 k
3k

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

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

For the truss in the given figure, compute the horizontal and vertical components of the displacement of joint B produced by the 100-kip load. The area of all bars is 4.8 in.2 and E = 24,000 kips/in.2.
1. Calculate the bar force in member AB due to one unit horizontal force at G in kN.0 2. Calculate the horizontal deflection at joint G in mm.0
Calculate for the axial force in kN at member BA of the frame shown in figure 2 using cantilever method. Enter absolute value and use 2 decimal places in your solution. a = 33.8 kN b = 27.2 kN C= 4.8m
Determine the horizontal displacement of joint C. Each A-36 steel member has a cross-sectional area of 400 mm2.
Calculate for the axial force in kN at member GC of the frame shown in figure 2 using cantilever method. Enter absolute value and use 2 decimal places in your solution. a = 33.8 kN b = 27.2 kN C= 4.8m
Determine the vertical displacement of joint C of the steel truss shown in Fig (a). The cross-sectional area of each member = 300mm² and E = 200GPA.
Determine the horizontal component of the force applied by the smooth circular guide on the mass A. mA = 2 kg, y= 100 mm, Vy = 0.6 m/s, ay = -0.2 m/s^2
Using forced method of analysis, determine the reaction of supports from the beam shown in the figure. EI is constant. Possible Answers: Ay=698/27 kN (Upward) By=1484/27 kN (Upward) Cy=518/27 kN (Upward)
Use the VIRTUAL WORK method. a.) determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional area of 600 mm^2. Take E= 200 GPa. b.) why solving the reactions of the supports is not needed or necessary?
In Figure P8.27 support D is constructed 1.5 in. tothe right of its specified location. Using Bernoulli’s prin-ciple in Section 8.8, compute (a) the horizontal and verti-cal components of the displacement of joint B and (b) thechange in slope of member BC.
Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm4.
A downward load of Q = 33 kN is applied to rigid bar ABD as shown in the sketch. Axial member CDE is subjected to a downward load of P = 27 kN at joint E plus a force at joint D from the rigid bar. The axial member has an elastic modulus of E = 69 GPa and a cross-sectional area of A1 = A2 = 145 mm2. Assume that a = 390 mm, b = 220 mm, c = 630 mm, and d = 490 mm. Determine the vertical displacement of joint E. Draw a free body diagram of rigid bar ABD, and determine the magnitude of the vertical reaction force at pin D.Answer:D = kN