200mm 15 mm 15 mm 200 mm 15 mm 200mm II. Determine the following: 1. Uniform weight. 2. Centroid from the most bottom fiber. 3. Centroidal moment of inertia (Iş, I,). 4. Elastic Section modulus (S, S,). 5. Plastic Section modulus (Z, Z,). 6. Radius of Gyration (rx, ry) 7. Shape factor. please answer completely and clearly

Which of the following options are correct for the section shown in figure? 40 mm 100 mm 100 mm Elastic section modulus Shape factor 40 mm 100 mm 100 mm

Question 10 of 10 0/10 三 View Policies Show Attempt History Your answer is incorrect. Two polymer bars are connected to a rigid plate at B, as shown. Bar (1) has a cross-sectional area of 1.5 in.2 and an elastic modulus of 2400 ksi. Bar (2) has a cross-sectional area of 0.832 in.2 and an elastic modulus of 3110 ksi. Assume L1=16 in., L2-38 in., Q-8.2 kips, P=3.7 kips, and R=15.6 kips. Determine the horizontal deflection of end C relative to end A. R (1) (2) A B P L2 in. Answer: ucA = eTextbook and Media Attempts: 1 of 3 used Submit Answer Save for Later Last saved 2 minutes ago. Saved work will be auto-submitted on the due date. Auto- submission can take up to 10 minates. Using multiple attempts will impact your score. 5% soore reduction after attempt 1

A beam is constructed of two angle sections, each L5 x 3 x 1/2, which reinforce a 2 x 8 (actual dimensions) wood plank (see the cross section shown in the figure). The modulus of elasticity for the wood is E, = 1.2 x 10° psi and for steel is E, = 30 x 10° psi. Assume that the component parts of the beams are securely bonded by adhesives or connected by fasteners. Also, use the transformed-section method in the solutions. 2 x 8 wood plank 5 in 3 in. Steel angles Find the allowable bending moment Mallow for the beam if the allowable stress in the wood is Ow = 1300 psi and in the steel is o = 10,500 psi. Dimensions and properties of the angles: I, = 9.43 in.*, d = 1.74 in. and A, = 3.75 in." (Note: Disregard the weight of the beam). Round your answer to one decimal place. Mallow = k. in.