For the built-up shape shown in the figure, determine: a. The elastic section modulus considering bending about the horizontal axis. (ANS 518 x 103mm3). b. The elastic section modulus considering bending about the vertical axis (ANS 133 x 103mm3). c. The plastic section modulus about the horizontal axis in x103 mm3 (ANS 572)

For the built-up shape shown in the figure, determine: a. The elastic section modulus considering bending about the horizontal axis. (ANS 518 x 103mm3). b. The elastic section modulus considering bending about the vertical axis (ANS 133 x 103mm3). c. The plastic section modulus about the horizontal axis in x103 mm3 (ANS 572)

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)

5th Edition

ISBN:9781305084766

Author:Saeed Moaveni

Publisher:Saeed Moaveni

Chapter12: Electric Current And Related Variables In Engineering

Section12.2: Electrical Circuits And Components

Problem 6BYG

See similar textbooks

Related questions

Q: A 3000 kgf tensile load is applied on a steel bar of 3.25 cm diameter. When the same load is applied…

A: Given data: P=3000 kgfDsteel=3.25 cmEsteel=2.1×106 kgf/cm2Eal=0.7×106 kgf/cm2

Q: 1 - An aluminum plate is subjected to uniform stress along its boundaries, as shown in the figure.…

A: A stress element is given with stresses shown. Young's modulus of elasticity, E = 80GPa Possion's…

Q: ट ६६ docs.google.com The state of plane stress at a point is represented on the element shown in the…

Q: During the tension test on a steel rod within the elastic region, the followingdata were…

A: given data: During the tension test on a steel rod within the elastic region, the followingdata were…

Q: A 20-mm-wide block is firmly bonded to rigid plates at its top and bottom. When the force P is…

A: Given data-

Q: The vertical shear force of 20 KN is applied to the beam of cross section shown.If beam dimension H…

A: Shear force (V) = 20 KN Determine the shear stress at neutral axis of the section.

Q: The piece of plastic is originally rectangular. Calculate the shear strain Yxy at corners A and B if…

A: For small angles.

Q: Q5) A specimen of alloy having a rectangular cross section of dimensions 5 mm x 16 mm is deformed in…

A: Given:- dimensions-5mm x 16mm To find:- a)Modulus of elasticity b)Yield strength c)The modulus of…

Q: minimum force required

Q: A cantilever beam AB, loaded by a uniform load and a concentrated load, is constructed of a channel…

A: (NOTE: Since you have asked multiple question, we will solve the first question for you. If you want…

Q: 29. During laboratory testing of an 8-inch aluminum-alloy rod with a cross sectional area of…

A: Given:- The length of the aluminum-alloy rod during testing = 8 inch The cross-sectional area of…

Q: A thin sheet of rubber in the form of a square is uniformly deformed into the parallelogram shape as…

Q: 1.16 The stress-strain relationship shown in Figure P1.16 was an aluminum alloy specimen. 60,000…

Q: A piece of 50 mm × 30 mm material experiences a homogenous deformation as shown in the figure below.…

Q: The shown circular bar is fixed to the left wall. It has a diameter of 0.5 in and length of 60 in at…

A: for having stress free of right wall, bar should be elongated maximum equal to the gap.

Q: 2. A tri-metallic bar is uniformly compressed by an axial force P = 40 kN applied through a rigid…

A: Given Data: P =40kN AB=45mm AC=60mm AS= 30mm

Q: 200KN A steel rod is rigidly attached between an aluminum and bronze rod. The diameters of each…

A: Stress = force / area DAl = 20 mm Ds = 28 mm DBr = 25 mm

Q: CLO 1: A rigid beam rests on two bronze bars 700 mm long. Another aluminum bar is placed between…

A: NOTE: As per our company guidelines for multiple questions we need answer 1st question only

Q: Q5) A specimen of alloy having a rectangular cross section of dimensions 5 mm x 16 mm is deformed in…

A: Given :A specimen of alloy having rectangular cross section of dimensions 5 mm x 16 mm is deformed…

Q: A compound bar consisting of bronze, aluminum, and steel segments is loaded axially as shown in the…

Q: has a yield strength of 45 ksi. What maximum contact stress will result from the load ofF = 2600 lb?…

A: Contact stress: - It is defined as a stress which develops when two surfaces come in contact with…

Q: No. Load Elongation L. P(KN) SL(mm) W. (mm) Area Ở eng (KN/m²) E eng (mm) m2 1 100 36.1 38 0.02 100…

A: Assuming square section of side W0. S.No. Load P (KN) Elongation (mm) L0 (mm) W0 (mm) Area…

Q: 1. The column in the figure shown has a strain on its compressive edge equal to -0.003 and has a…

A: Given data:- Compressive strain ec = -0.003 Tensile strain ey = +0.00185 Specified compressive…

Q: The overhead beam in the figure has the composite section given below. The bending moment vector…

A: A beam with an overhang is given.The bending moment vector acts at an angle of with horizontal…

Q: A tension test performed on a metal specimen to fracture produced the stress-strain relationship…

Q: Wire BC has a diameter of 0.10 in. And its material has the stress-strain characteristics shown in…

A: Shear stress is the amount of loading which gets sheared in the beam or any structural element by…

Q: An aluminum plate is subjected to uniform stress along its boundaries, as shown in the figure.…

A: Given, E = 80 GPa ν = 0.30 G = 30 GPa or 30000 MPa

Q: TI The piece of plastic is originally rectangular. Calculate the shear strain Yxy at corners A and B…

A: For small angles.

Q: Q 2. For the symmetrical section in figure 2 shown below, calculate B mm 350 mm 0.8 B mm Figure (2)…

Q: As a construction engineer, you are asked to evaluate the maximum allowable vertical shear Vmax that…

A: Introduction : Shear stress is a force that tends to distort a material by causing it to slip along…

Q: 1. An axial force of 250 kN is applied to the assembly shown, made of cylindrical brass core…

Q: A rigid slab weighing 600 ku is placed upon t ·bronze rods and one Steel rod each of 6000 mm² area a…

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

Concept explainers

Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

100%

For the built-up shape shown in the figure, determine:

a. The elastic section modulus considering bending about the horizontal axis. (ANS 518 x 10³mm³).

b. The elastic section modulus considering bending about the vertical axis (ANS 133 x 10³mm³).

c. The plastic section modulus about the horizontal axis in x10³ mm³(ANS 572)

d. The plastic section modulus about the vertical axis in x10³ mm^3.(ANS 0.20)

A.
h = 230 mm
bf = 200 mm
atf
=
10 mm
tw = 7 mm

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 3

VIEW

Step by step

Solved in 3 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

FOR THE GIVEN PROPERTIES DESIGN d': 15 mm THE REINFORCEMENT OF : 400 mm b d = $80 mm fc = 33 MPa fy = 320 MPa Mu: 1 000 000 000 N mm A. USE B.USE OF NSCP 2001 NSCP 2015 BEAM THE BEAM 132 13 Gra mm of BELOW. #H 1606 210135 03 M 12437 P0122399/100mA 02338941 242
Two channels having the given properties shown is placed at a distance of 300 mm to back and is properly connected by a pair of lacings as shown. 305 mm Fy=248 mpa Properties of one channel A = 5690 mm² Ix = 67.3 x 10 mm* Assume K = 1.0 -260 mm- Lucre x= 17- d = 305 mm ly 2.12 x 10 mm x 17mm CIVIL ENGINEERING - STEEL DESIGN Determine the safe axial load in kN, that the column section could carry. Unsupported height of column is 6m.
Hi, can somebody able to answer this one? pls. i really need it. thank you.
Figure 3 shows a truss where P = 40 kN and Q = 27 kN. The force reaction at A in the y-direction is FAy = 29 kN up and the force reaction at G in the y- direction is FGy = 38 KN up. In the question that folows, select ihe anawer that in choneat to the tre vale. What is the magnitude of the force in member KL in units of kN? O 38.7 O 58.7 52.0 453
The rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the aluminum post was 0.1mm shorter than the steel posts at temperature of 50°C, if the allowable compressive stress in steel is limited to 120 MPa and in aluminum to 150 MPa, what is the maximum possible load P that can be supported on the rigid plate at temperature of 10°C ?
please solve problem
X= 482 show complete solutions and FBD
III. Locate the centroid of the composite area below. Y 50 80 mm, mm R=50mm 250mm R=65mm -- X 50 50 mm mm
I need help with this one. Thank you.
sketch the NFD, SFD, BMD, and deformed shape
Question Eight tensile bars with a diameter of 16mm, equally divided into Fwo layers, are developed, C=50mm Spacing between Stirrups = 150 mm center to Center and spacing be tween longitudinal bars is 80 mm if Atr=230 mm? [leastof Cs& cb], Fy = Fyt = 350 M Pa. use Fé = 25,35 and 45 MPa and assume Atr is Satis fied with ACI & BS, Find length of development vequired. > Subject: Advanced Concvete Design, %3D
EQuiz No.3 584nkkz1 Cc7KLzOsdr9YUFgvcfFSqpsdlyljtewQ/formResponse Choose the correct answer What will be the value of load applied parallel to the diagonal of (100x100x100))mm cube since the splitting tensile strength=3 Mpa 57.8 KN O 46.7 KN O 47.1 KN O (28)=27.5 Mpa, then the fc(180)=-- for concrete produced using moist