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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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

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 MPа
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
//////
///////
Material A
Material B
w = (n) kN/m
1000
4000
1000
0007
Transcribed Image Text: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 MPа 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 ////// /////// Material A Material B w = (n) kN/m 1000 4000 1000 0007
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