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Theories in Structural Analysis Combined stresses: tutorial question 3** The rectangular block of negligible weight as shown is subjected to a vertical force of 40 kN, which is applied to its corner. Determine the largest normal stress acting on a section through ABCD. Internal Loadings Stress Components Normal Force. Bending Moments. Superposition. 0.4 m A 0.8 m A 0. B 40 KN D 16 kN-my 40 kN 8 kN-m C

Theories in Structural Analysis Combined stresses: tutorial question 3** The rectangular block of negligible weight as shown is subjected to a vertical force of 40 kN, which is applied to its corner. Determine the largest normal stress acting on a section through ABCD. Internal Loadings Stress Components Normal Force. Bending Moments. Superposition. 0.4 m A 0.8 m A 0. B 40 KN D 16 kN-my 40 kN 8 kN-m C

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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What would My be because if where the force is being applied, what is its distance from the neutral axis?

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Theories in Structural Analysis Combined stresses: tutorial question 3* The rectangular block of negligible weight as shown is subjected to a vertical force of 40 kN, which is applied to its corner. Determine the largest normal stress acting on a section through ABCD. Internal Loadings Stress Components Normal Force. Bending Moments. Superposition. Normal force (40 kN) 125 kPa 375 kPa 375 kPa Bending moment (8 kN-m) 0.4 m A 0,8 m A 0. 16 kN-my +1 40 KN D 40 kN 8 kN-m ê C 375 kPa 375 kPa Bending moment (16 kN-m)
Transcribed Image Text:Theories in Structural Analysis Combined stresses: tutorial question 3* The rectangular block of negligible weight as shown is subjected to a vertical force of 40 kN, which is applied to its corner. Determine the largest normal stress acting on a section through ABCD. Internal Loadings Stress Components Normal Force. Bending Moments. Superposition. Normal force (40 kN) 125 kPa 375 kPa 375 kPa Bending moment (8 kN-m) 0.4 m A 0,8 m A 0. 16 kN-my +1 40 KN D 40 kN 8 kN-m ê C 375 kPa 375 kPa Bending moment (16 kN-m)
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