Please show work :D M5.13 Rod and post with temperature change scenes 190 mm2 AT = 25°C 120 GPa = 15.7 x10-/C 40 kN (1)...
M5.5 Rod and post in series scenes Rod properties A- 340 mm2 E1 80 GPa A2-520 mm2 E2 160 GPa 65 kN F1 (kN 2000 mm 2800 mm A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. kN ?i (MPa A concentrated load P is applied to flange B in the direction shown. Determine the internal forces and normal stresses in each rod....
Correct answer please with explanation since this is the third time i post the question and got wrong answers Note: please write the final answers alone on the margin M5.13 Rod and post with temperature change scenesS 410 mm 160 GPa 19.7 x10-6/°C 460 mm2 130 kN 80 GPa 2 - 15.7 x10-6/°C 2 1700 mm 2200 mm kN A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports...
M5.14 Coaxial bars with temperature change scenes AT-105°C 110 mm2 160 GPa 17.71א / 2600 mm 450 mm (1) 40 GPa 1300 mm 1300 mm (2) 23.7x10 /oC (2) A (kN) F. P= 15 kN A rigid horizontal bar ABC is supported by three vertical rods (properties given). The system is stress free before the load is applied. After the load P is applied, the temperature of all three rods is raised by the indicated AT. Determine: the internal force...
what is the correct answer Task 3 Determine the strain when the rod is drag with force F 40 KN and Material's fy= 355 MPa and E = 210 GPa. The cross section area of the rod A, 250 mm2 1200 mm b, 4,51-10-4 c. 1022 μ a. 762 μ d, 204-10-6 d● 204-106 mm nswer e. 1,0 mm Task 3 Determine the strain when the rod is drag with force F 40 KN and Material's fy= 355 MPa and...
Your answer is partially correct. Try again. A load of P = 50 kN is supported by a structure consisting of rigid bar ABC, two identical solid bronze [E = 82 GPa, a = 15.7 x 10-6/0C] rods, and a solid steel [E = 197 GPa, a = 12.2 x 10-6/°C]. The bronze rods (1) each have a diameter of 29 mm and they are symmetrically positioned relative to the center rod (2) and the applied load P. Steel rod...
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020 in PDF file format 1. Draw the shear and bending-moment diagrams for the beam and loading shown below and A B 400 mm 400 mm 250 mm 12 kN 8 KN If the shaft has a diameter of 6cm, Determine the A. Shear forces B. Moment of arms C. The absolute maximum Bending stress in the shaft. 2. Two solid cylindrical rods AB and...