Completely solve and draw the free-body diagrams. Box the final answers.Note: AB is 3 m long, BC is 2 m long, and CD is 4 m long. 1. A column ABCD supports several loads as shown in the figure below. Segment AB has an area of8,000 mm?, segment BC has 2,000 mm? and segment CD has an area of 12,000 mm?. Determine theaxial (normal) stress in each segment and identify if the resulting stress is a Tensile Stress orCompressive Stress. Express your answers in MPa.50KN100KN100KN85KN85KN200kN200KN

Answered: Image /qna-images/answer/fdc7175a-7aaf-4258-98aa-81925fb806b4.jpg

Answered: Completely solve and draw the free-body…

Completely solve and draw the free-body diagrams. Box the final answers. Note: AB is 3 m long, BC is 2 m long, and CD is 4 m long.

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: For the rod (bar) loaded axially as shown below, determine the axial displacements at the free end…

A: Given Data:A=0.8mL=50mE=20×106kN/m2

Q: can you explain why in solving for d the 2.5in was divided by 2

A: Given:- The overall depth of the beam = 30 in The concrete cover = 2.5 in To determine:- Why for…

Q: help me solve please

Q: 20 kN 8 kN/m B A |C 4 m 4 m

A: Given:Modulus of elasticity, E=2200 GPaMoment of Inertia, I=150*106 mm4

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

A: A truss is given as shown in the figure above and it has been asked in the question to determine the…

Q: A gradually applied load W= 5000 N is suspended by ropes as shown in figures (a) and (b). In both…

Q: The rigid body shown in the figure is subjected to the indicated force system. Determine the forces…

Q: 15 t 30 t 6 t/m 3 m 2 m 2 m 3 m 40 000 сm" B 120 000 сm" 80 000 сm" 6 m

A: Draw FBD: Resolving all horizontal forces:

Q: As shown in the figure, two aluminum rods AB and BC, hinged to rigid supports, are pinned together…

A: Given: P=6000lb, A=0.60in2, Compute: elongation of each rod and dispplacement at point B.

Q: A 4-meter cantilever beam supports a uniformly distributed load of w=25 kN/m at half of its span;…

A: Determinea. Deflection at the free end in terms of E. b. Slope at the free end in terms of E.

Q: A simply supported beam carries a point load P(lb) at its midpoint. Determine the value of the…

A: Deflection of beam : In structural engineering, deflection refers to the displacement of a beam or…

Q: 6. Solve the below structure with displacement method, and plot out its M diagram. EI= constant.…

Q: The rectangular cross-section beam in figure 3b is subjected to a maximum bending moment of 25,000…

A: given beam section:-

Q: Exercise 10: For the 2D frame shown in figure, E, A, I and L of the beam are given. Determine the…

Q: STATICS OF RIGID BODIES. A semicircle is laid on top of a rectangular hollow box as shown below.…

A: To find the moment of inertia about centroidal X and Y axis

Q: Figure 2: 3-bar symmetric model for 5-bar truss 35 30 3 25 15 10 5 62 -5 10 20 30 40 50 60 70 80…

A: We will solve this question in step no. 2

Q: y A P 2 ft 63 B 6 ft с -4 ft →→→→ D ·X

A: Draw the shear-force and bending-moment diagrams for the beam shown. Determine the shear force 10.7…

Q: Determine the coordinates of the mass center of the body which is constructed of three pieces of…

A: Determine the coordinates of the mass center of the body which is constructed of three pieces of…

Q: 2 m 1m- 2 m D. wwwwe 1.5m www k 100 N/m = 100 N/m www www

Q: Find the fundamental frequency of the torsional system shown below, using Dunkerley's formula for…

Q: Problem 9.3 Consider the truss shown in (Figure 1). Each steel member has a cross-sectional area of…

Q: À rigid horizontal rod of length 2L is fixed to a circular cylinder of radius R as shown in figure.…

A: given-rod length=2Lradius =Rshear modulus=GYoung modulus=E

Q: Find and sketch the resultant of four forces acting on corners of a square as shown in figure.

A: - Taking the equilibrium condition of forces in vertical direction. we get,…

Q: For the beams shown in below, determine the displacements and rotations of the nodes, the element…

Q: In the figure, the forces acting on the concrete dam body are hydrostatic pressure, underbody…

A: Take the unit inside width of the dam.The thrust force due to ice, Pbuz = 150kNThe density of…

Q: Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m²…

A: We have to find the value of displacement and the constraints forces as per the given frame in the…

Q: In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wall…

A: Given: The length of beam AB is 10 m. The weight applied a point B is 1 kN. The weight of the beam…

Q: y F = 25 kN P = 75 kN 6 cm. 4.8 cm 2.4 cm 3.6 cm 4 cm 10 cm

Q: Example: Draw the free body diagram of the uniform bar, which has a mass of 100 kN. The supports A,…

Q: Find the magnitude of element BD if a force of 90 j lb is added at node D in the following figure.

Q: A truss (Truss) is subjected to force as shown in the figure below. Try to calculate the vertical…

A: A=200mm2 E=200GPa To find vertical displacement at point C

Q: 2. Derive an equation that describes the vertical deflection of the beam, y(x), and also calculate…

Q: A block of mass m₁ = 2.05 kg and a block of mass m₂ = 5.75 kg are connected by a massless string…

Q: Find reaction forces and displacements at all the nodes. 20 KN 2m 1 1 4 m 2 4 kN/m 2 5 m 3 3 7 m E…

Q: For a two-dimensional truss structure as shown in the figure, determine displacements of the nodes…

Q: Example 3.4: Using the structure of example 3.3, determine the forces carried by members DE, DB, and…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Develop a finite element model to solve the displacement at the point where the 10000 N is applied…

Q: A weight of 900N is supported by two metallic ropes as shown in the fig. The tension in OB rope is…

A: Given: Forces in members To find: Tension in the rope OB

Q: Consider a free-body diagram that cuts through D. How many internal forces should be drawn at the…

A: Free body diagram for a section is given. We need to determine number of internal forces required to…

Q: Consider the frame shown in (Figure 1). Suppose that F₁ = 21 kN Figure 2 m D 1.5 m B 1.5 m < 1 of 1…

Q: A bar of length L = 6 m subject to axial vibrations, is split into 3 elements. The bar is clamped at…

Question

Completely solve and draw the free-body diagrams. Box the final answers.

Note: AB is 3 m long, BC is 2 m long, and CD is 4 m long.

1. A column ABCD supports several loads as shown in the figure below. Segment AB has an area of
8,000 mm?, segment BC has 2,000 mm? and segment CD has an area of 12,000 mm?. Determine the
axial (normal) stress in each segment and identify if the resulting stress is a Tensile Stress or
Compressive Stress. Express your answers in MPa.
50KN
100KN
100KN
85KN
85KN
200kN
200KN

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

Kindly answer the entire question(Q3) in the image given below. For your information, the unknown,w is given as 2. w=2
There are TWO (2) questions in the paper. Answer ALL questions in the Answer Booklet. QUESTION 1 40kN 20kN/m C B 2m 4m Figure 1: Indeterminate Beam Determine the reactions for the indeterminate beam shown in Fig. 1 above by using Matrix Force Method. Choose vertical reaction C as redundant and take your Origin from support C. Create a necessary table to show and assemble your calculation. Assume EI is constant. Finally, calculate the bending moment at support A and support B and draw the bending moment diagram.
1)
Friction-static and rigid bodies DRAW YOUR OWN FIGURE.
In the figure shown. The X component of P is 893 N. Determine P and its Y component
A simply supported beam carries a point load P(lb) at its midpoint. Determine the value of the constant in the equation formed as Y = a+bP using least square method with the given data corresponding to the relationship between P and the maximum deflection Y (in).
The structure ABCD given in the following figure is designed to support a finite mass hanging from a cable, DF, attached to the structure at point D. where x = 3 m, y = 3 m, and z = 4 m. The structure is mounted to the ground by a hinge at B and a roller at C and is also supported by a horizontal cable, AE, attached to the wall. The mass of the object hanging from cable DF is 204 kg. The tension in the support cable AE is 1000 N. Determine the force in each member and the reaction forces. A E D
In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wall can be considered a general interaction. The beam has a uniform density, so it will be subject to a weight force applied mid-way between points A and B. length from point A to point B =10.0 meters; weight applied at point B = 1.00 kN; beam weight = 0.500 kN Beam embeded in cwalla cautilever B A What is the magnitude and direction (relative to the x-y coordinate system shown in the upper left portion of the figure) of the horizontal and vertical components of the wall support? horizontal = 0 N, vertical = 1.50 kN O horizontal = 1.50 kN, vertical = 0N O horizonatl = O N, vertical = 1.00 kN O horizontal = ON, verttical = 2.00 kN
A wide-flange beam (see figure) is subjected to a shear force V. 0 -b→→→→ Using the following dimensions of the cross section, calculate the moment of inertia and then determine the following quantities. b = 6 in., t = 0.5 in., h = 10 in., h₁ = 8.4 in., V = 28 kips Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. (a) the maximum shear stress max (in psi) in the web psi max Taver Th (b) the minimum shear stress min (in psi) in the web psi = (c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio max (Enter your answer for T Taver in psi.) Taver = Taver psi Vweb web (d) the shear force Vweb (in kips) carried in the web and the ratio kips Vweb = Vweb = V