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Please show work. M1.13 Force based on inclined plane stresses scenes a 500 P 40 mm a The bar has a 40 mm by 20 mm recta...
The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and...
The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and shear stresses on inclined surface a-a must be limited to 55 MPa and 30 MPa respectively. Determine the magnitude of the maximum axial force P that can be applied to the bar, and determine the actual normal and shear stresses acting on inclined plane a-a (MPa)
M15.3 Principal stresses in a rectangular tube scenes The rectangular tube is subjected to a transverse shear force of...
M15.3 Principal stresses in a rectangular tube scenes The rectangular tube is subjected to a transverse shear force of V = 230 kN and a bending moment of M = 530 kN-m, each acting in the directions shown. Determine the bending stress, the transverse shear stress magnitude, the principal stresses, and the maximum shear stress magnitude acting at location H. У Он (MPa) H 550 mm TH (MPa) 65 mm Op1 (MPa) X Op2 (MPa) 12 mm ITmax (MPa) wall...
M8.20 C-clamp normal stresses scenes Width 140 mm 16 kN Thickness 22 mm 55 mm B...
M8.20 C-clamp normal stresses scenes Width 140 mm 16 kN Thickness 22 mm 55 mm B CA (MPa) Determine the normal stresses at A and B (+ = tension, compression). -= Ов (MPа) Try one 1st 2nd 3rd enter attempt
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...
M6.19 Shear stresses in coaxial shafts scenes Note: J 3 G3 G2 40 mm C1 1.92x10...
M6.19 Shear stresses in coaxial shafts scenes Note: J 3 G3 G2 40 mm C1 1.92x10 mm* J1 (1) 10 kN-m G1 75 GPa (2) 34 mm (3) 2.10x10% mm 32 45 GPa 400 mm G2 400 mm Ti (kN-m) A composite torsion member consists of a tubular shell (1) bonded to length AB of a continuous solid shaft that extends from A to C, which is labeled (2) and (3). A concentrated torque T is applied to free end...
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...
24 M9.4 Shear stress in a standard steel shape scenes 246 For the wide flange beam...
24 M9.4 Shear stress in a standard steel shape scenes 246 For the wide flange beam subjected to the indicated shear force V, determine the transverse shear stress acting at locations H and K. 712 84 664 216 V=930 KN TH (MPa) dimensions: mm TK (MPa) 24 Try one 1st 2nd 3rd attempt enter
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...
M5.8 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...
scenes M8.21 Precast concrete beam and corbel 12 kN 130 mm Determine the normal stresses at...
scenes M8.21 Precast concrete beam and corbel 12 kN 130 mm Determine the normal stresses at H and K (+ = tension,-= compression). H. K Width 96 mm Thickness 64 mm Pa 1 st 2nd 3rd attempt enter Try one MecMovies (0 Timothy A. Philpot 2001-2017
The bar has a 40 mm by 20 mm rectangular cross section. The allowable normal and shear stresses on inclined surface a-a must be limited to 55 MPa and 30 MPa respectively. Determine the magnitude of the maximum axial force P that can be applied to the bar, and determine the actual normal and shear stresses acting on inclined plane a-a (MPa)
M15.3 Principal stresses in a rectangular tube scenes The rectangular tube is subjected to a transverse shear force of V = 230 kN and a bending moment of M = 530 kN-m, each acting in the directions shown. Determine the bending stress, the transverse shear stress magnitude, the principal stresses, and the maximum shear stress magnitude acting at location H. У Он (MPa) H 550 mm TH (MPa) 65 mm Op1 (MPa) X Op2 (MPa) 12 mm ITmax (MPa) wall...
M8.20 C-clamp normal stresses scenes Width 140 mm 16 kN Thickness 22 mm 55 mm B CA (MPa) Determine the normal stresses at A and B (+ = tension, compression). -= Ов (MPа) Try one 1st 2nd 3rd enter attempt
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...
M6.19 Shear stresses in coaxial shafts scenes Note: J 3 G3 G2 40 mm C1 1.92x10 mm* J1 (1) 10 kN-m G1 75 GPa (2) 34 mm (3) 2.10x10% mm 32 45 GPa 400 mm G2 400 mm Ti (kN-m) A composite torsion member consists of a tubular shell (1) bonded to length AB of a continuous solid shaft that extends from A to C, which is labeled (2) and (3). A concentrated torque T is applied to free end...
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...
24 M9.4 Shear stress in a standard steel shape scenes 246 For the wide flange beam subjected to the indicated shear force V, determine the transverse shear stress acting at locations H and K. 712 84 664 216 V=930 KN TH (MPa) dimensions: mm TK (MPa) 24 Try one 1st 2nd 3rd attempt enter
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...
M5.8 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...
scenes M8.21 Precast concrete beam and corbel 12 kN 130 mm Determine the normal stresses at H and K (+ = tension,-= compression). H. K Width 96 mm Thickness 64 mm Pa 1 st 2nd 3rd attempt enter Try one MecMovies (0 Timothy A. Philpot 2001-2017
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