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Fig 1. shows aluminium rods CE and DF are attached to the rigid bar ABCD with 30kN axial loading at A. Given that the cross-sectional area for rods CE and DF are 220 mm2 and 130 mm2, respectively and E = 69 GPa. Determine the: 450mm Al B 300mm 200mm 30kN 600mm །།། Fig. 1 F 750mm a) Force in both rods CE and DF caused by the loading shown. b) The corresponding deflection of point A. c) Minimum diameter of pin at B if it is subjected to double shear and is made of steel with maximum allowable shear stress of 150 MPa.

Fig 1. shows aluminium rods CE and DF are attached to the rigid bar ABCD with 30kN axial loading at A. Given that the cross-sectional area for rods CE and DF are 220 mm2 and 130 mm2, respectively and E = 69 GPa. Determine the: 450mm Al B 300mm 200mm 30kN 600mm །།། Fig. 1 F 750mm a) Force in both rods CE and DF caused by the loading shown. b) The corresponding deflection of point A. c) Minimum diameter of pin at B if it is subjected to double shear and is made of steel with maximum allowable shear stress of 150 MPa.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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Fig 1. shows aluminium rods CE and DF are attached to the rigid bar ABCD with 30kN axial loading at A. Given that the cross-sectional area for rods CE and DF are 220 mm2 and 130 mm2, respectively and E = 69 GPa. Determine the: 450mm Al B 300mm 200mm 30kN 600mm །།། Fig. 1 F 750mm a) Force in both rods CE and DF caused by the loading shown. b) The corresponding deflection of point A. c) Minimum diameter of pin at B if it is subjected to double shear and is made of steel with maximum allowable shear stress of 150 MPa.
Transcribed Image Text:Fig 1. shows aluminium rods CE and DF are attached to the rigid bar ABCD with 30kN axial loading at A. Given that the cross-sectional area for rods CE and DF are 220 mm2 and 130 mm2, respectively and E = 69 GPa. Determine the: 450mm Al B 300mm 200mm 30kN 600mm །།། Fig. 1 F 750mm a) Force in both rods CE and DF caused by the loading shown. b) The corresponding deflection of point A. c) Minimum diameter of pin at B if it is subjected to double shear and is made of steel with maximum allowable shear stress of 150 MPa.
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