A homogeneous, prismatic beam shown in the figure has a weight of 4.7 KINM and is carrying a uniformly distributed load, w. It is attached to two cables made of different materials with the following properties: Material Modulus of Elasticity Allowable Stress 200 GPa 95 MPа B 240 GPa 105 MPa Design the size of the cable such that after the load has carried by the cables the beam wll remain in horizontal position. Fill up the table 1 with your design. Table 1: Design of Cables Material Cross-sectional Area (sq.mm.) Actual Axial Stress (MPa) A B Material A Material B w = (n) kN/m 0002
A homogeneous, prismatic beam shown in the figure has a weight of 4.7 KINM and is carrying a uniformly distributed load, w. It is attached to two cables made of different materials with the following properties: Material Modulus of Elasticity Allowable Stress 200 GPa 95 MPа B 240 GPa 105 MPa Design the size of the cable such that after the load has carried by the cables the beam wll remain in horizontal position. Fill up the table 1 with your design. Table 1: Design of Cables Material Cross-sectional Area (sq.mm.) Actual Axial Stress (MPa) A B Material A Material B w = (n) kN/m 0002
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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:
Material |
Modulus of Elasticity |
Allowable Stress |
A |
200 GPa |
95 MPa |
B |
240 GPa |
105 MPa |
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 |
Cross-sectional Area (sq.mm.) |
Actual Axial Stress (MPa) |
A |
|
|
B |
|
|
See image attach
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