Problem 1 Three one-meter-long bars with cross-section area A1cm2 support a rigid plate of weight I. For steel, E, - 200 GPa and S, 400 MPa. Determine the maximum weight the bars can support for thre...
Three one-meter-long bars with cross-section area A = 1cm2 support a rigid plate of weight W. For steel, E, 200 GPa and S, 400 MPa. Determine the maximum weight the bars can support for three cases: 1m m 1m (i) all three bars are exactly 1m long (ii) the outer bars are exactly 1m long but the middle bar is 0.999m (iii) the outer bars are exactly Im long but the middle bar is 1.001m Three one-meter-long bars with cross-section...
Problem 3 Three steel rods (with E-200 GPa, Cla = 1 1.7x10-6/oC) support a 45 kN load P. Each of the rods AB and CD has a 200 mm cross-sectional area, and rod EF has a 575 mm2 cross sectional area. The horizontal bar BED may be treated as rigid. The distance BE along the horizontal bar from pin B to pin E is 450 mm, and the distance ED along the horizontal bar from pin E to pin D...
A steel channel section of length I has a built-in support at its lower end, and the upper end of the section has a rigid plate welded onto it, as illustrated in the figure below. The steel has a modulus of elasticity of E 200 GPa and a yield strength = 300 MPa. The section has a cross sectional area .d-1070 mm2 and second moments of area about its principal centroid axes of 1.-3.97 x 106mm4 and ly 0.658 ×...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...