ps for õur Work to Receive Credit. No Show No Credit even if you have the correct numerical value. YOU SHOW WORK VERY NEATLY AA Calculate the internal reactions for the member shown at the section x = 1.4 m from A or x = 1.3 m from B. Show that the LHS answers = RHS answers at the location x. 4 kN Couple 4 kN/m 3 kN m -0.9 m-0.9 m--0.9 m--0.9 m- 2. Two solid cylindrical rods are welded together and loaded as shown. Knowing that the diameters of the first part is 1.0705 in. and second part is 0.61804 in. respectively, find the normal stress in each section A-B, B-C and C-D. so kips 5 kips 45 kipi 16 in 12 in. 12 in.

ps for õur Work to Receive Credit. No Show No Credit even if you have the correct numerical value. YOU SHOW WORK VERY NEATLY AA Calculate the internal reactions for the member shown at the section x = 1.4 m from A or x = 1.3 m from B. Show that the LHS answers = RHS answers at the location x. 4 kN Couple 4 kN/m 3 kN m -0.9 m-0.9 m--0.9 m--0.9 m- 2. Two solid cylindrical rods are welded together and loaded as shown. Knowing that the diameters of the first part is 1.0705 in. and second part is 0.61804 in. respectively, find the normal stress in each section A-B, B-C and C-D. so kips 5 kips 45 kipi 16 in 12 in. 12 in.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.5.34P: The fr a me A BCD shown in the heure is squeezed by two collinear forces P acting at points A and D....

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