A homogeneous, prismatic beam shown in the figure has a weight of 4.7 kN/m and is carrying a uniformly distributed load, w. It is attached to two cables made of different materials with the following properties: Modulus of Elasticity Material A B Allowable Stress 95 MPa 105 MPa 200 GPa 240 GPa Design the size of the cable such that after the load has carried by the cables the beam will remain in horizontal position. Fill up the table 1 with your design. Table 1: Design of Cables Material A Cross-sectional Area (sq.mm.) Actual Axial Stress (MPa) B ///// ////// Material A Material B w = (n) kN/m 1000 4000 1000 000
A homogeneous, prismatic beam shown in the figure has a weight of 4.7 kN/m and is carrying a uniformly distributed load, w. It is attached to two cables made of different materials with the following properties: Modulus of Elasticity Material A B Allowable Stress 95 MPa 105 MPa 200 GPa 240 GPa Design the size of the cable such that after the load has carried by the cables the beam will remain in horizontal position. Fill up the table 1 with your design. Table 1: Design of Cables Material A Cross-sectional Area (sq.mm.) Actual Axial Stress (MPa) B ///// ////// Material A Material B w = (n) kN/m 1000 4000 1000 000
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.2.19P: Two pipe columns (AB, FC) are pin-connected to a rigid beam (BCD), as shown in the figure. Each pipe...
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