In the figure shown below, compute the moment of inertia at the centroidal axis along y. B. ly, =1971in* B, ly =1791 in* C. Iy =648 in* D. Iy =684 in* O A O B O D

Compute the vertical and horizontal component of the deflection at C of the frame in the following figure using the method of virtual force. The direction of uniformly distributed loading is "→". Take E=200GPa, I=240(106)mm4.

Problem 2: Use the scalar form Mp = ±d F to determine the sum of the moments of the four forces 1) about A; 2) about B; 3) about C. A 3' 16 30 * 3' 1 60 с + ib 3/ 3016 31 40 lb

Required information The components of a frame are shown. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. В 4 in. E D +6 in.→6 in. →-4 in. 8 in. Knowing that P = 120 lb and Q = 75 Ib, determine the components of all forces acting on member BCDE of the assembly shown. The components of all forces acting on member BCDE are: A = * Ib 1 B= * Ib 1 Cx = x Ib + Cy= * Ib ↑ Dx X Ib → Dy- * Ib ↑

The force of a beam is shown in the figure below. If you want to apply an additional force of MA to make the corner of point A zero, try to calculate the magnitude of the bending moment MA, and the EI of the entire beam section is constant.

Please correct solution and solve all parts

A beam supported by three identical springs at points A,B,C (see figure). Given that flexural of rigidity of the beam, EI= 2.029X1011 N.mm2 ; spring constant,k = 1471.5N/mm, w=116N/mm All dimensions are in mm. 1. What is the reaction for at point A,B and C? 2. What is the deflection at point B? 3. Please draw shear-force and bending moment diagram.

In (Figure 1), d₂ = 0.125 in. and dy = 0.5 in. Figure y y³ = x -dx² dy 1 of 1 X Determine the moment of inertia of the area about the x axis. Express your answer in inches to the power of four to three significant figures. IVE| ΑΣΦ | 41 | vec I₂ = Submit Provide Feedback Request Answer ? in4

Determine the deflection at points B and C of the beam shown in Fig each segment are indicated in the figure. Take E = 200 GPa. A IAB = 8(106) mm4 4 m B (a) (a). Values for the moment of inertia of C 500 N·m IBC= 4(106) mm4 3 m

SOLVE THE FOLLOWING PROBLEM AND SHOW YOUR COMPLETE SOLUTIONS. EXPLAIN YOUR ANSWER FOR BETTER UNDERSTANDING.