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M5.5 Rod and post in series scenes Rod properties A- 340 mm2 E1 80 GPa A2-520...
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)...
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) 290 mm2 (2) 200 GPa A B 17.7 x10-/C 2700 mm 1900 mm F (kN) 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. A concentrated load P is applied to flange B in the direction shown. F2...
Correct answer please with explanation since this is the third time i post the question and...
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...
M5.8 Rigid bar with opposing members scenes Determine the internal forces and normal stresses in bars...
M5.8 Rigid bar with opposing members scenes Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, - = compression) Bar properties Also, determine the deflection of the rigid bar in the 300 mm x direction at c. Ey = 140 GPa 600 mm Az = 300 mm 140 GPa A, = (2) F. (kN) 610 mm F (kN) 40 KN (MPa) 810 mm (MPa) 750 mm 610 mm V mm 1 2 3 attempt...
M5.14 Coaxial bars with temperature change scenes AT-105°C 110 mm2 160 GPa 17.71א / 2600 mm...
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...
M8.16 The transformed-section method scenes 210 mm 28 mm E 160 GPa E=90 GPa 76 mm...
M8.16 The transformed-section method scenes 210 mm 28 mm E 160 GPa E=90 GPa 76 mm K 240 mm y (mm) A composite beam cross section consists of two rectangular bars securely bonded together. The beam is subjected to a bending moment M = 20 kN-m that produces compression stress at H Determine: Oн (MPa) a) the vertical distance from K to the horizontal centroidal axis Ок (MPa) b) the bending stress produced at H c) the bending stress produced...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The limiting stress in rod (1) is 380 MPa, and the limiting stress in each pin is 220 MPa. If the minimum factor of safety for the structure is 1.60, determine the 2 m maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 14-mm-diam. pin Home Chap 1. Stress Chap...
M5.8 Rigid bar with opposing members scenes the internal forces and normal stresses bars (1) and...
M5.8 Rigid bar with opposing members scenes the internal forces and normal stresses bars (1) and (2). (+ = tension, - = compression) Bar properties Also, determine the deflection of the rigid bar in the A = 400 mm? x direction at C. E = 100 GPa 400 mm A2 = 400 mm? Ez = 100 GPa (2) F. (kN) 510 mm FkN - 70 KN (MPa) 680 mm 02 (MPa) 500 mm 510 mm ve (mm) Try one 1...
(1allow = (ta)allow = 80 MPa 65 MPa 35 mm 2.36x10 mm 75 GPa Shaft properties...
(1allow = (ta)allow = 80 MPa 65 MPa 35 mm 2.36x10 mm 75 GPa Shaft properties 60 mm 20.36 x 10 mm 25 GPa 2300 mm 3500 m (kN-m A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are attached to rigid supports at A and c, respectively. (MPa) Ital (MPa) Using the allowable shear stresses indicated on the sketch, determine the maximum torque T that may be applied to flange B...
20 mm (t1)allow- 80MPa (T2 allow 95 MPa 0.25 ×106 mm" 75 GPa J1= 35 mm...
20 mm (t1)allow- 80MPa (T2 allow 95 MPa 0.25 ×106 mm" 75 GPa J1= 35 mm 322.36x106 mm 50 GPa 2500 mm 3000 mm T (kN-m A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are attached to rigid supports at A and c, respectively. 1 (MPa Using the allowable shear stresses indicated on the sketch, determine the maximum torque T that may be applied to flange B in the direction shown....
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) 290 mm2 (2) 200 GPa A B 17.7 x10-/C 2700 mm 1900 mm F (kN) 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. A concentrated load P is applied to flange B in the direction shown. F2...
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...
M5.8 Rigid bar with opposing members scenes Determine the internal forces and normal stresses in bars (1) and (2). (+ = tension, - = compression) Bar properties Also, determine the deflection of the rigid bar in the 300 mm x direction at c. Ey = 140 GPa 600 mm Az = 300 mm 140 GPa A, = (2) F. (kN) 610 mm F (kN) 40 KN (MPa) 810 mm (MPa) 750 mm 610 mm V mm 1 2 3 attempt...
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...
M8.16 The transformed-section method scenes 210 mm 28 mm E 160 GPa E=90 GPa 76 mm K 240 mm y (mm) A composite beam cross section consists of two rectangular bars securely bonded together. The beam is subjected to a bending moment M = 20 kN-m that produces compression stress at H Determine: Oн (MPa) a) the vertical distance from K to the horizontal centroidal axis Ок (MPa) b) the bending stress produced at H c) the bending stress produced...
scenes M4.3 Load capacity of beam-strut structure The structure supports a distributed load of w. The limiting stress in rod (1) is 380 MPa, and the limiting stress in each pin is 220 MPa. If the minimum factor of safety for the structure is 1.60, determine the 2 m maximum distributed load magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 14-mm-diam. pin Home Chap 1. Stress Chap...
M5.8 Rigid bar with opposing members scenes the internal forces and normal stresses bars (1) and (2). (+ = tension, - = compression) Bar properties Also, determine the deflection of the rigid bar in the A = 400 mm? x direction at C. E = 100 GPa 400 mm A2 = 400 mm? Ez = 100 GPa (2) F. (kN) 510 mm FkN - 70 KN (MPa) 680 mm 02 (MPa) 500 mm 510 mm ve (mm) Try one 1...
(1allow = (ta)allow = 80 MPa 65 MPa 35 mm 2.36x10 mm 75 GPa Shaft properties 60 mm 20.36 x 10 mm 25 GPa 2300 mm 3500 m (kN-m A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are attached to rigid supports at A and c, respectively. (MPa) Ital (MPa) Using the allowable shear stresses indicated on the sketch, determine the maximum torque T that may be applied to flange B...
20 mm (t1)allow- 80MPa (T2 allow 95 MPa 0.25 ×106 mm" 75 GPa J1= 35 mm 322.36x106 mm 50 GPa 2500 mm 3000 mm T (kN-m A composite torsion member consists of two solid shafts joined at flange B. Shafts (1) and (2) are attached to rigid supports at A and c, respectively. 1 (MPa Using the allowable shear stresses indicated on the sketch, determine the maximum torque T that may be applied to flange B in the direction shown....
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