
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
thumb_up100%

Transcribed Image Text:Compute the coordinates of the centroid (7,5) of the area shown. Also compute the area moment of
intertia about the r' and y' axes with origin at the centroid.
ул
C
a
+
=b.
2013 Michael Swanbom
Ⓒci❀o
BY NC SA
cm.
a
Values for dimensions on the figure are given in the following table. Note the figure may not be to scale
Variable Value
a
25 cm
b
11 cm
c
31 cm
The # coordinate of the centroid is
The y coordinate of the centroid is
The moment of inertia about the z' axis going through the centroid is I'
The moment of inertia about the y' axis going through the centroid is Iy=
cm.
x
cm4.
cm4.
Expert Solution

This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by stepSolved in 4 steps with 3 images

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
- Give the following problem a try. If you get stuck, here is one way to work it: Essential Solution Video. For the shape below, assume the following dimensions: a = 175 mm b = 220 mm d = 300 mm t = 23 mm The centroid of this shape is located 71.762 mm to the right of point H shown in the figure. What is the moment of inertia ly about the y centroidal axis for this shape? H Answer: ly M b 2t mm4arrow_forwardThe correct answer is 99.9 in ^4. Also why is lc = 2.9 in ^4 not being used anywhere? Moment of Inertia 9-31. Determine the moment of inertia about the centroidal x-axis of the fabricated area shown in Figure P9-31. FIGURE P9-31 For each angle A = 3.98 in.² = 2.9 in.4 4- 2 87 3" 10"arrow_forwardThis is an exercise to illustrate the effects of mesh refinement on a 1-d rod. To estimate the self-weight elongation (8) of the tapered conical rod shown in the figure. The diameter varies linearly from Do at the bottom to aDo at the top, where 0.1 < E Young's Modulus y Unit weight (Diameter at top) 8 clongation D (Diameter at bottom) a<0.5. Solve for L= 5m, y= unit weight of steel, E= young's modulus of steel, Do=3m and a=0.3. Solve the problem at least four times using an increasing number of rod elements (nels=2, 4, 6, 8). Make appropriate assumptions about how to deal with the changing cross-sectional area and self-weight loading along the length of the rod. A plot of the dimensionless tip deflection SE/yL? vs. number of elements (nels) used in the discretization to show convergence on the exact solu- tions ofarrow_forward
- 2. P Derive an equation that describes the vertical deflection of the beam, y(x), and also B calculate the maximum deflection of the beam. M = 0.5PL %3Darrow_forwardInclude simple fbd ,And solve fast.arrow_forwardGiven: Consider the following steel shape. .51 3 in 12 in in Find: The value of S and Z and the shape factor about the horizontal x-x axes.arrow_forward
- Find FBC, FBD, FDE, FAB, FBE, FEA, and FCD Show the complete calculationarrow_forwardProblem 1. The rectangular area in figure (a) is split into three equal areas and arranged as shown in figure (b). Calculate the area moment of inertia about the x-axis for (a) and for (b). How many times larger is the area MOI for (b) compared to (a)? Use h = 200 mm and b = 60 mm. h 1123---x 2---x (a) (b)arrow_forwardHand written pleasearrow_forward
- My last digit ID number is 2. And please solve showing full stepsarrow_forwardThe beam shown in the figure is supported at roller A and pinned at B and has a uniformly distributed loading w= 53 kN/m over 1.5 m from the left-hand end and moment loading M = 53 kNm at 1.5 m from end B. Determine the shear force at a section from the left-hand end of the beam X = 3.0 m. Input your answer as a value only in kN to one decimal place and without +/- sign. w kN/m M kNm B X -1.5 m- A- -1.5 m -1.5 m-arrow_forward
arrow_back_ios
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning


Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON

Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning

Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education


Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning