4. The figure below shows a beam clamped at both ends and the associated loading. Take E = 30x10° psi. Steel members (E,= 30×106 psi) 200 lb/in. 1.5 in. dia. 1.5 in dia. 2 in dia. 4 in 4 in 12 in c) Using FE formulation (based on FE element matrices via hand calculations), find the displacement and rotations at the two ends where the diameter changes from 1.5 to 2.0 inches.
4. The figure below shows a beam clamped at both ends and the associated loading. Take E = 30x10° psi. Steel members (E,= 30×106 psi) 200 lb/in. 1.5 in. dia. 1.5 in dia. 2 in dia. 4 in 4 in 12 in c) Using FE formulation (based on FE element matrices via hand calculations), find the displacement and rotations at the two ends where the diameter changes from 1.5 to 2.0 inches.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Using FE formulation (based on FE element matrices via hand calculations), find the displacement and rotations at the two ends where the diameter changes from 1.5 to 2.0 inches. Provide full stiffness and global matrix.

Transcribed Image Text:4. The figure below shows a beam clamped at both ends and the associated loading.
Take E = 30x10° psi.
Steel members (E,= 30×106 psi)
200 lb/in.
1.5 in. dia.
1.5 in dia.
2 in dia.
4 in
4 in
12 in
c) Using FE formulation (based on FE element matrices via hand calculations), find the
displacement and rotations at the two ends where the diameter changes from 1.5 to 2.0
inches.
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