Answered: For the truss shown in the figure,…

Engineering

Civil Engineering

For the truss shown in the figure, Members AB, BC, CD, & AD have a cross-sectional area of 3 in2.

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: The rigid bar BDE is supported by two links All and CD. Lank All is made of steel (E200 GPa) and has…

Q: The following figure is a truss a joint of truss members. What will be the value of T₁ and T2 if the…

Q: mass of kg to a load of

Q: Both portions of the rod ABC are made of an aluminum for which E= 70 GPa. Knowing that the magnitude…

A: Given : E = 70 GPa This is a problem of solid mechanics where we are asked to determine : a) The…

Q: Determine the equivalent state of stress on an element at the same point oriented 0 = 40° clockwise…

Q: A plane truss is shown in figure. All the members of the planar truss have the same properties in…

A: For a plane truss,area of cross-section (A)and modulus of elasticity (E)The maximum axial force that…

Q: C Question 3-A) vertical displacement of the point (& A) to find. Write your result in mm. Question…

A: Finding reaction and accordingly the displacement are found for rigid body

Q: Taking member BD as the redundant member, analyze the truss shown if all members have uniform…

A: ###Solving member forces ###

Q: the middle of the AB AB rigid beamWhen w = 105 kN /m is

Q: Question 2: calculate the forces in AB, BC and AC of the following Truss R kN R = Last two digits of…

A: R=6kN

Q: 78. Determine the midspen yalue of EI8 for the beam shown in Fig. P-678. EI8 = 2810N m Ans. 600 N…

A: The beam with two concentrated load is applied on it at a distance 3m and 4m from R1, we need to…

Q: eam shown.

A: since the simply supported beam is carrying udl, the maximum moment occurs at the mid span of…

Q: Use the virtual work method to determine the deformation at joint B of the truss shown. 3 m A -2 m-…

Q: Examine truss models and fab models

Q: 4. The structure in the figure is composed of two rigid bars (AB and CD) and two verti rods made of…

Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…

A: Given data Modulus of Elasticity (E) EAB = 70 GPA = 70 × 103 N/mm2 ECD = 200 GPA = 200 × 103…

Q: The geometry of the truss that you are to analyze is shown below in Figure 1. The load at joint B is…

A: Since value of theta is not given so reactions are find out in terms of theta values. So that we can…

Q: A steel column of length 4.75 m forms part of a support structure and is subjected to an axial…

A: i)Slenderness ratio λ: It is defined as the ratio between effective length minimum radius of…

Q: In the figure, rigid bar ABC is supported by axial member (1), which has a cross-sectional area of…

Q: A truss is subjected to different force combinations as shown in the figure below. The…

A: Here we need to find deformation in both the direction i.e. in x and y directions of point C. For…

Q: An extruded polymer flexural member is subjected to an internal axial force of P = 580 lb, an…

Q: L AB beam. According to this; To AB rigid beamWhen a distributed load of magnitude w = 105 kN / m is…

A: Reactions of points are calculated and rigid body displacement are found

Q: 140 mm in the trusses analyies experiment we got the strain Reading as, B Loaden) strain AC 5train…

Q: (a) Calculate the magnitude of force G. given that the maximum normal stress in each member should…

Q: Fourier series: simply supported beam deflection under trapezoidal load

Q: 4. The truss shown in figure Q4.1 is constructed out of square steel bars, all of which are of 25mm…

A: Given values: Area of members, A = 25 mm * 25 mm = 625 mm2 Young's modulus, E = 200 * 103 MPa Using…

Q: Given: The beam shown. wo = 4k/ft, Mo = 30k-ft, and L = 9ft. %3D %3D Wo Mo A

A: Given

Q: The truss shown in the figure is applied with force P = 5kN 1.50 m 1.50 m 1.50 m B 2m 2m What is the…

Q: Determine the force carried by the members of the truss

A: Given data in question Truss Dimensions Loads Symmetrical about vertical plane. To find out…

Q: The members of a plate structure shown in the figure can be a bar in this sense Which are connected…

Q: The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and…

A: Given : Modulus of elasticity of Aluminum E = 70 GPa Cross sectional area of link AB= 500 mm2…

Q: We are given the statically indeterminate structure in Fig. 1, with a degree of indeterminacy of 2.…

Q: In the figure, the ac element is rigid and is held with the bars AB, CD and EF, each of which has a…

A: To find force in rod EF

Q: Non uniform beam Flexural Rigidity that is -y(x) = = ? Find the deflection of the bean if it is…

A: Beam is non uniform . Length of beam = 2.26 m UDL acting = 92 N/m

Question

For the truss shown in the figure, Members AB, BC, CD, & AD have a cross-sectional area of 3 in². Member BD have has a cross-sectional area of 4 in². Modulus Elasticity for all members is 29 million pounds per square inch. If the value of P1 is 40 kips and P2 is 20 kips, determine the vertical deflection at B (in) and horizontal deflection at D (in). Put a negative sign if the reaction is downward or left direction.

Pi
The circled figures are
cross-sectional areas of
cach member in square
inch. E- 29 x 106 psi.
4
3
(3)
D
3
(3
P2
A
- 20m
- 20m
10m
10m

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 3 images

SEE SOLUTION Check out a sample Q&A here

Similar questions

B3
Rigid bar ABC is supported by two aluminum alloy (E = 10,000 ksi) rods as shown below. The horizontal distance between rods (1) and (2) is a = 120 in. Rod (1) has a length of L1 = 87 in. and a cross-sectional area of A1 = 0.65 in.2. Rod (2) has a length of L2 = 84 in. and a cross-sectional area of A2 = 1.15 in.2. Rigid bar ABC is to remain horizontal under a load of P = 25 kips. Determine the distance x (in inches rounded to the nearest tenths) from joint A to the location of load P so that bar ABC remains horizontal.
Calculate the support responses and the bond strengths at the C-joint of the carrier system given in the figure. 6 kNm 4 KN 4 KN 4 kN/m B 1m A 4 m 6 m 10 KN +2m +2m D 3 m F
NOTE: PLEASE SOLVE THIS QUESTION WİTH FINITE ELEMENT METHOD...solve 20 mins asap hand written
The beam shown below is suspended from two steel rods as shown and is initially horizontal. The midpoint B of the beam is deflected 15 mm downward by force Q. The steel used for the rods has properties E = 200 GPa and σ = 275 MPa, determinea. the required maximum value of Q.b. the deformation of rod AD.c. the deformation of rod CE.
The truss ABC is constructed of three titanium (E Ti =17.4×10 3 ksi) members. A horizontal force of 1.8 kip and an unknown force P are applied to the truss at point B as shown. Member AB has a cross-sectional area of 0.1in 2 , member BC has a cross-sectional area of 0.0025ft 2 , and member AC has a cross-sectional area of 0.2 in2. b) Determine the magnitude of the force P that is required to displace the roller at point C to the right by .03 inches.
For a plane truss member, the length is 2 m, E = 200 GPa and area of cross-section is 200 mm². The stiffness matrix coefficient K₁1 with reference to its local axis is A) 200 N/m B 2 × 107 N/m C) 4 x 107 N/m с D) 400 N/m
The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 500 mm^2; link CD is made of steel (E = 200 GPa) and has a cross-sectional area of 600 mm^2. For the 30 kN force shown, determine the deflection of B and E, respectively. 0.4 m 0.3 m B A 0.2 m OC -0.4 m 30 kN E
Fourier series: simply supported beam deflection under trapezoidal load
The length of a plane truss member is 2.5m. What will be the stiffness matrix coefficient k₁1 for this truss? Consider E= 210 GPa and area of cross section is 150 mm².