a) Locate the X' centroidal axes for the areas shown with the respect to the reference axis shown below. b) Calculate the moment of inertia around the X'-Centroidal axis found in part a. Make sure you show all the shapes used, locate their local centroidal axis and show the X' centroidal axis on the sketch below. Solve part a and b using tables on the following page as shown in class. Axis of Reference. 30 mm 15 mm 50 mm

a) Locate the X' centroidal axes for the areas shown with the respect to the reference axis shown below. b) Calculate the moment of inertia around the X'-Centroidal axis found in part a. Make sure you show all the shapes used, locate their local centroidal axis and show the X' centroidal axis on the sketch below. Solve part a and b using tables on the following page as shown in class. Axis of Reference. 30 mm 15 mm 50 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

only HANDWRITTEN answer needed ( NOT TYPED)
Determine the value of force applied if work done is 202 J and value of displacement is 2.5 m
There are two questions to answer. The first question is a truss problem and the second is a frame problem. Upload homework solutions to both problems. Solutions must have free body diagrams and equilibrium equations and show each step.
Beam shear and deflection, Please show how the below calculation = 0.64 MPa, there appears to be a step missing from the text book. Fs max = 3/2 * Vmax / b*d Vmax = 8KN x 10^3 b = 75 mm d = 250 mm = 3 x 8 x 10^3 / 2 x 75 x 250 = 0.64 MPa When I calculate it I get = 225000000 ?
Pls answer thanks
Vertical force is 81 KN
SHOW SOLUTION, FORMULA, FBDAND PLS WRITE LEGIBLY
Please help me understand this. If you can also provide understandable formula that would be nicer. Thank you ^^
pls help! Write the complete solutions and legibly. Answer in 2 decimal places. UPVOTE WILL BE GIVEN! MECHANICS OF DEFORMABLE BODIES Let Q = 0 and T = 6 (Example: 4QT mm2 = 406 mm2). Just substitute the number in letter. Thank you! A rigid beam is being supported by three suspender bars made of bronze and loaded as shown in the figure. The cross-sectional area of each bar is 4QT mm2. Determine the average axial stress in each bar.
Create a two-dimensional contour plot of the bending and transverse shear stresses over the length and height of the beam (xy plane). You can use your results above to validate your approach. Note: it is more convenient to perform these calculations in a program such as Matlab or Python. Please make sure that you upload your script (.m or .py files) to the unit site (along with your assignment).
what are the limitations of the following methods ? Arithmetic Increase Method• Geometric Increase Method• Incremental Increase Method• Decreasing Rate of Growth Method• Simple Graphical Method• Comparative Graphical Method• Ratio Method• Logistic Curve Method