κ³ μ²΄μν assignment 1 1. A simply supported steel beam AB (Fig. 1a) of length L = 16 ft and height h = 12 in. is bent by couples π0 into a circular arc with a downward deflection δ at the midpoint(Fig. 1b). The longitudinal normal strain (elongation) on the bottom surface of the beam is 0.00125, and the distance from the bottom surface of the beam to the neutral surface is 6.0 in. a) Determine whether it is pure bending or general loading and state the reason. b) Determine the radius of curvature ρ, the curvature κ c) Discuss the result of (b) 2. Determine the maximum tensile stress σπ‘ (due to pure bending by positive bending moments M) for beams having cross sections as follows (see figure 2): (a) a semi-circle diameter d, and (b) an isosceles trapezoid with bases π1 = π and π2 = 4π 3 , and altitude h. Figure 2 3. A simply supported wood beam AB with span length L = 4 m carries a uniform load of intensity q = 5.8 kN/m (Figure 3). Calculate the maximum bending stress σmax due to the load q if the beam has a rectangular cross section with width b = 140 mm and height h = 240 mm. Figure 3 4. The simply supported beam shown in Figure 4. E = 2 x 1011 Pa. a) What is the maximum tensile normal stress ππ₯π₯ ? b) What is the normal stress ππ₯π₯ , 25 mm from the top of the section? c) What is the radius of curvature of the neutral surface? Figure 4 <κ³Όμ μ μΆ μ μ£Όμ μ¬ν> *κΈμ¨λ₯Ό λͺ νν μμλ³Ό μ μλλ‘ μμ± *μ΄λ¦, νλ²μ νκΈ°ν κ² *λ¬Έμ μ λμ¨ κΈ°νΈ μΈμ μμλ‘ κΈ°νΈ μ¬μ©μ μΈκΈν΄ λμ κ² *μ μΆ κΈ°ν: 2021/9/23 (λͺ©) 23:59κΉμ§