


2. Determine ly and ky. Hint: Section 1 is the left triangle. Section 2 is the...
2. Determine ly and ky. Hint: Section 1 is the left triangle. Section 2 is the right rectangle. Section 3 is the semicircle and section 4 is the empty circle. (20 pts) 4 mm mm 4mm 8 mm -12mm 16 mm
2. Determine ly and ky. Hint: Section 1 is the left triangle. Section 2 is the right rectangle. Section 3 is the semicircle and section 4 is the empty circle. (20 pts) 4 mm mm 4mm 8 mm -12mm 16 mm
Problem # 1 Determine ly and ly for the section given below 120 mm 400 mmm 400 mm 120 mm -120 mm 640 mm
2. CENTROID AND MOMENT OF INERTIA For the shape shown below, determine the following: (Make sure to label or describe the different segments.) a. Centroid (Xbar, Ybar) b. Moment of inertia about the x-axis (lx) C. The radius of the circle is 0.75 ft. NOTE: Use only the equations at the end of this test. (Hint: 4 segments) у 1 ft 1 ft 3 ft 3 ft Sõda S dA SỹdA j= S dA ΣΧΑ x= ΣΑ ΣΥΑ y =...
2. CENTROID AND MOMENT OF INERTIA For the shape shown below, determine the following: (Make sure to label or describe the different segments.) a. Centroid (Xbar, Ybar) b. Moment of inertia about the x-axis (lx) C. The radius of the circle is 0.75 ft. NOTE: Use only the equations at the end of this test. (Hint: 4 segments) у 1 ft 1 ft X 3 ft 3 3 ft ſõda Ž= S dA Sõda j = S dA ΣΧΑ ž=...
1. FRAME Determine the support reactions at A (fixed) and at C (rocker). (Hint: You will need 2 FBDs to solve this problem.) 10 KN 4 kN/m A B 2 m 2 m 2 m ſõda Ž= S dA Sõda j = S dA ΣΧΑ ž= ΣΑ ΣΥΑ ΣΑ y = 1x = Jy2d dlx = dīxı + ģ2dA 1y = 5 x?da dly = dĪy, + t2dA Additonal Equations and Shapes у A = bh ış = Tzu 1...
Determine the volume of a solid by integrating a cross-section with a triangle Question The solid S has a base described by the circle x' + y2 = 9. Cross sections perpendicular to the x-axis and the base are isosceles right triangles with one leg on the circular base. What is the volume of S?
Question 2 1 pts A charge of +8 micro-coulombs is placed at the bottom left corner of a rectangle, a charge of -8 micro-coulombs is placed at the top left corner of a rectangle, a charge of +8 micro-coulombs is placed at the bottom right corner of a rectangle, and a charge of +8 micro-coulombs is placed at the top right corner of a rectangle. The rectangle has a height of 22.9 cm and a width of 14.5 cm. (See...
Question 1 1 pts A charge of +4 micro-coulombs is placed at the bottom left corner of a rectangle, a charge of -4 micro-coulombs is placed at the top left corner of a rectangle, a charge of +8 micro-coulombs is placed at the bottom right corner of a rectangle, and a charge of +8 micro-coulombs is placed at the top right corner of a rectangle. The rectangle has a height of 6.5 cm and a width of 15.9 cm. (See...
Problem 3 (20 Pts] 1. Reduce the loading shown to an equivalent system formed by two parallel forces applied at I and F. x 2. Determine the support reactions. 0.9 kips slip Skin 0.9 kip -4 --12 -14 - 14- . 15.95 - 315 REF Leif x= kxd Ly < Fy = Ky + Ly -0.9-1- -0.9 = 0 E fy=Ly + ky = 5.4ku 31.5 ft C4 1 'ft