с d = 20 mm Al 20 kN 30 kN 15 kN D d = 15 mm B k 6 m 2 m 2 m 4 m 2 m A beam is suspended by a rod (6 m in length) at each end and is subject to three concentrated loads as shown. You may assume that the support conditions at A and B can be approximated as a roller. Rod AC has a diameter of 20 mm and rod BD has a diameter of 15 mm. Both rods are steel with Young's modulus E = 200 GPa and failure stress ofail = 350 MPa. a) Draw the free body diagram (FBD) for the beam and each rod. b) Determine the tensile force in each rod. c) Determine the tensile stress in each rod.
с d = 20 mm Al 20 kN 30 kN 15 kN D d = 15 mm B k 6 m 2 m 2 m 4 m 2 m A beam is suspended by a rod (6 m in length) at each end and is subject to three concentrated loads as shown. You may assume that the support conditions at A and B can be approximated as a roller. Rod AC has a diameter of 20 mm and rod BD has a diameter of 15 mm. Both rods are steel with Young's modulus E = 200 GPa and failure stress ofail = 350 MPa. a) Draw the free body diagram (FBD) for the beam and each rod. b) Determine the tensile force in each rod. c) Determine the tensile stress in each rod.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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