A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is0.7 m, while Rod B is 0.9 m. A 45 kN downward load is applied to the rigid bar, equally resisted by Rod A, B, and C.Clearly show ALL FBDS used.Plane SPin ConnectionRod ARod BRod CDetail0.7 m0.9 m0.7 mview fromreference Plane S(side view)45 kN1. Determine the average shear stress in the $10\;mm$-diameter pin segment at P. Given is a side view, viewed fromplane S. An incomplete FBD of the pin segment is also shown.TP =MPа2. If the normal strain in Rod A due to the load is 1.06 x 10~4mm/mm, determine the normal strain in Rod B.x10 1 тm/mmт-4EB

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A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is 0.7 m, while Rod B is 0.9 m. A 45 kN downward load is applied to the rigid bar, equally resisted by Rod A, B, and C. Clearly show ALL FBDS used. P Plane S Pin Connection Rod A Rod B Rod C 0.7 m Detail 0.7 m 0.9 m view from reference Plane s (side view) 45 kN

A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is 0.7 m, while Rod B is 0.9 m. A 45 kN downward load is applied to the rigid bar, equally resisted by Rod A, B, and C. Clearly show ALL FBDS used. P Plane S Pin Connection Rod A Rod B Rod C 0.7 m Detail 0.7 m 0.9 m view from reference Plane s (side view) 45 kN

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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