
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Solve for the value of x and y in meters.

Transcribed Image Text:y
tangent line
2.00 m
35.00 m
35.00 m
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- Problem 3. Calculate the moment of inertia of the following area with respect to its y centroidal axis. PL 1/2X6 PL 3/8X8 PL 1/2X6 c Note 1 PL aXc PL = plate; a = thickness; c= longer dimension a and c are in inches. Note 2 For a rectangle with base = b and height = h, the moment of inertia with respect to its centroidal axis is equal to (1/12)bh³.arrow_forwardDetermine the coordinate (in inches) of the centroid of the figure shown below measured from the indicated y-axis. Use b = 4.6 in., h = 4.3 in., and r = 2.2 in. Answer is 3.162. Show your solution.arrow_forwardhow to solve this one?arrow_forward
- 1. The following equation describes the relationship between the maximum deflection of the end of a beam and the applied load. PL3 = 3EI a) If ð is the maximum deflection in inches, L is the length of the beam in inches, P is the load in pounds, and E is the Young's Modulus in pounds/in?, find the units for I (moment of inertia). b) The measured deflection for a specific beam under loading is measured to be .01 in. Convert this to millimeters.arrow_forwardVerify the given moment(s) of inertia and find and y. Assume that each lamina has a density of p = 1 gram per square centimeter. (These regions are common shapes used in engineering.) = y= Right triangle b 4₁=1 bh³ 1₁ = 1/2b³harrow_forwardAnswer the problem question solve the problem using four decimal places ( Examples of 4 decimal: 60.078 write as 60.08 ) Box the final answer after that, please put the unit. Take note: Handwrite it on paper to show your solution.arrow_forward
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