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The beam as shown in the figure is hinged at one end. It is supported by two steel rods of equal length. Before the load is applied, the beam hangs level. Use E = 200 GPa and α = 11.7 µm/moC. Neglect bending of the beam.
3) For the steel beam shown in figure, E = 200 GPa, 7 = 100 x 106 mm4, L = 5 m and w = 2 kN/m. Determine (a) the reaction force and reaction moment at A and (b) the deflection at C (30 pts) w/2 K L/2— L/2– Beam and Loading Elastic Curve Maximum Deflection Slope at End Equation of Elastic Curve y=- *- 4Lx' + 613x4) For x }: PL 48ET 48E7(42 - 313) For x<a For a...
A cantilever beam of a channel section is loaded at its half-length, as shown in Figure Q2. The Young's modulus of the material is 200 GPa. Determine the deflection at the free end. [12.5 marks] 25 mm 25 mm 5 kN a -a 少a 6 mm 200 mm Figure Q2 A cantilever beam of a channel section is loaded at its half-length, as shown in Figure Q2. The Young's modulus of the material is 200 GPa. Determine the deflection at...
The W14 × 43 simply supported beam (Figure 1) is made of A-36 steel and is subjected to the loading shown, where the distributed load is equal to 2.45 kip/ft. E = 29(103)ksi, I = 428 in4 Chrome File Edit View History Bookmarks People Window Help 동令66%)し, Sun 2:16 AM a + E Course Home xC The W14 43 Simply Support + ← → С https://openvellum.ecollege. com/course.html?courseld=15199373&HepID=1a3e015f85a8cfbac0 2584b6aa7a4909#10001 Mechanics of Materials ENGR2332 2019SP Help Sign Out Hi, CARLO. Mastering Engineering...