Determine the moment of inertia of the shaded area about the y-axis. Question 1 of 8>View PoliciesCurrent Attempt in ProgressDetermine the moment of inertia of the shaded area about the y-axis.y10"2"10" |Parabolic--xAnswer: ly = iin.4Save for Later

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Answered: Determine the moment of inertia of the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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▶ Calculate the moment of inertia of the shaded area about the axis. its centroid. y D 90 mm -50 mm 0:01/2:45 ▪0 30 mm 50 mm 1 I Ix-t₁ Ixx 4+1 +0 I = I₁ - IFA = [1₁+ Adi] - [Ix +Adi] continue 1x E cc (3
3) vite the eqwations for shtar and momont betueen points D and E. select thhe anigin at Å- B 8 kips W= 3 kips /fA. CS Scanned with CamScanner
Calculate the polar radius of gyration of the shaded area about its centroid C. Assume t = 115 mm, a = 485 mm, b = 555 mm. 6 nswer: ko- i yo - to xo mm
Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure: 3- find the moment of inertia Ix of the circle part (mm?) |-100 mm-100 mm--150 mm 150 mm 75 mm 150 mm Select one: O 422458309 O 450.06*106 O 24850488.76 O None
Question 1 of 5 - / 20 > View Policies Current Attempt in Progress Determine the y-coordinate of the centroid of the shaded area. y Ix=y2/b 0.60b Answer: y = i b Save for Later Attempts: 0 of 1 used Submit Answer II
Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure: 1- find the moment of inertia Ix of the full rectangular part (mm?) F100 mm--100 mm--150 mm T 150 mm 75 mm 150 mm Select one: O 450*106 O 1.8*109 O 450.06*106 O None
PROBLEM 01 REFER TO FIGURE 01, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE COMPRESSION OR TENSION) o FG o FC GH CH
y y 785 mm -19.7 mm --- X 33.5 mm- 384 mm- Built-up Section Typical Section Ix = 4200 x 106 mm* %3D ly = 315 x 106 mm4 Area, A = 40100 mm2 --- I .. Calculate the moment of inertia about the centroidal x-axis
Situation 1 Determine EI8 at point Band end of the overhang. Round off your final answer in2 decimal places. W1 W2 A LB X1 X2 X3 Given: X1 7m X2 6m X3 5m W1 34kN/m W2 30kN/m a.) Είδ b.) EIS at the end of the overhang
The beam is subjected to the loading shown. If the allowable shear stress is Tallow = 75 MPa and the allowable bending stresses are o, = 50 MPa in compression and o = 120 MPa in tension, determine its required cross- %3D %3D %3D sectional dimension b in mm. 25 kN/m 20 kN/m 10 kN B VC VD E VG A 30 kN m 1 m 0.75 m 1 m 0.5 m 0.5 m -0.25 m b. 1/2
Determine the moment of inertia Ix of the shaded area about the y axis. as the following procedure: 2- find the moment of inertia Ix of the triangle part (mm?) -100 mm--100 mm--150 mm 150 mm 75 mm 150 mm Select one: O 450.06*106 O 337.5*106 O 112.5*106 O None
Determine the resultant and angle of inclination of the three forces if e = 45°. y Clock 500 N 10 min 300 mm 500 N 00:10:00 500 N. nrass Ctrl+Shift+M to unmute your microphone.

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Determine the moment of inertia of the shaded area about the y-axis. y 10" 2" 10" Parabolic Answer: ly - i in.4 Save for Later