Homework Answers
b(mm)=60 d(mm)= 90 P(kN)= 50 e1=(mm) =15 A B Q 2. Determine the resultant stress at...
b(mm)=60
d(mm)= 90
P(kN)= 50
e1=(mm) =15
A B Q 2. Determine the resultant stress at all the corners of the column having the cross-section given in the figure if a load of P kN acts at point K having a distance of el from y-axis. K X X D Y
Determine the maximum average normal stress ơarg.. LAC = 300 mm., LCB-420 mm., P-50 kN., Τι...
Determine the maximum average normal stress ơarg.. LAC = 300 mm., LCB-420 mm., P-50 kN., Τι = 20 °C and T2 = 80 °C α = 12x10-6/C. E 200 GPa, d = 10 mm. (40pt.) AC Ca
Problem 6 А 300 mm di B 50 KN 250 mm d2 C P steel Section...
Problem 6 А 300 mm di B 50 KN 250 mm d2 C P steel Section AB is made of Steel (E = 210 GPa) Section BC is made of Aluminium (EAL = 68 GPa) P = 16 KN d1 = 99 mm d2 = 49 mm 1- Calculate the maximum average normal stress on the composite rod ABC in MPa. 2- Calculate the total deformation of the composite rod ABC in mm. 3- Calculate the new length of the...
600 mm 600 mm "в 25 mm 50 mm If the gap between C and the...
600 mm 600 mm "в 25 mm 50 mm If the gap between C and the rigid wall at D is initially mm, determine the support reaction at D (kN) when 0.2 * (the force P = 300 KN is applied. (E=200 GPa (3)
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and S 200 KN acting at th...
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and S 200 KN acting at the free end of the cantilever beam. Determine (a) the maximum tensile and compressive stress of the bar if the depth, d of the rectangular bar is 70 mm, and the maximum torsional stress 200 Kw b-40 mm a 20 mm 20 mm
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and...
Identify the correct condensed electronic configuration for the Mn ion. A) [Ar]4s23d B) [Ar] C) [Ar]...
Identify the correct condensed electronic configuration for the Mn ion. A) [Ar]4s23d B) [Ar] C) [Ar] 4s23d2 D) [Ar]3d E) [Ar] 4s24d5
help 7 A 5mm diameter bar made of steel (E=200 GPa) is under 50 kN axial...
help
7 A 5mm diameter bar made of steel (E=200 GPa) is under 50 kN axial force which results in deflection equal 0.15mm. calculate the bar length in mm * (2 Points) O 10.02 5.36 7.85 12.38
20 KN 3 kN/m 3 2 KN- y, 2 kN-m 12.5 mm 200 mm? Z B...
20 KN 3 kN/m 3 2 KN- y, 2 kN-m 12.5 mm 200 mm? Z B 150 mm 121.43 mm 1.5 m 1.5 m 2.2 m 12.5 mm Part [1] (a.) Construct shear and bending moment diagrams. Show all work. Label completely. (b.) Determine the maximum value of the transverse shear force (in magnitude) and where it occurs. 'Box' answers. (c.) Determine the maximum values of the bending moment (both positive and negative) and where each occurs. 'Box' answers. Part...
Problem 3 Three steel rods (with E-200 GPa, Cla = 1 1.7x10-6/oC) support a 45 kN...
Problem 3 Three steel rods (with E-200 GPa, Cla = 1 1.7x10-6/oC) support a 45 kN load P. Each of the rods AB and CD has a 200 mm cross-sectional area, and rod EF has a 575 mm2 cross sectional area. The horizontal bar BED may be treated as rigid. The distance BE along the horizontal bar from pin B to pin E is 450 mm, and the distance ED along the horizontal bar from pin E to pin D...
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and...
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and S 200 KN acting at the free end of the cantilever beam. Determine (a) the maximum tensile and compressive stress of the bar if the depth, d of the rectangular bar is 70 mm, and the maximum torsional stress 200 Kw b-40 mm a 20 mm 20 mm
b(mm)=60
d(mm)= 90
P(kN)= 50
e1=(mm) =15
A B Q 2. Determine the resultant stress at all the corners of the column having the cross-section given in the figure if a load of P kN acts at point K having a distance of el from y-axis. K X X D Y
Determine the maximum average normal stress ơarg.. LAC = 300 mm., LCB-420 mm., P-50 kN., Τι = 20 °C and T2 = 80 °C α = 12x10-6/C. E 200 GPa, d = 10 mm. (40pt.) AC Ca
Problem 6 А 300 mm di B 50 KN 250 mm d2 C P steel Section AB is made of Steel (E = 210 GPa) Section BC is made of Aluminium (EAL = 68 GPa) P = 16 KN d1 = 99 mm d2 = 49 mm 1- Calculate the maximum average normal stress on the composite rod ABC in MPa. 2- Calculate the total deformation of the composite rod ABC in mm. 3- Calculate the new length of the...
600 mm 600 mm "в 25 mm 50 mm If the gap between C and the rigid wall at D is initially mm, determine the support reaction at D (kN) when 0.2 * (the force P = 300 KN is applied. (E=200 GPa (3)
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and S 200 KN acting at the free end of the cantilever beam. Determine (a) the maximum tensile and compressive stress of the bar if the depth, d of the rectangular bar is 70 mm, and the maximum torsional stress 200 Kw b-40 mm a 20 mm 20 mm
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and...
Identify the correct condensed electronic configuration for the Mn ion. A) [Ar]4s23d B) [Ar] C) [Ar] 4s23d2 D) [Ar]3d E) [Ar] 4s24d5
help
7 A 5mm diameter bar made of steel (E=200 GPa) is under 50 kN axial force which results in deflection equal 0.15mm. calculate the bar length in mm * (2 Points) O 10.02 5.36 7.85 12.38
20 KN 3 kN/m 3 2 KN- y, 2 kN-m 12.5 mm 200 mm? Z B 150 mm 121.43 mm 1.5 m 1.5 m 2.2 m 12.5 mm Part [1] (a.) Construct shear and bending moment diagrams. Show all work. Label completely. (b.) Determine the maximum value of the transverse shear force (in magnitude) and where it occurs. 'Box' answers. (c.) Determine the maximum values of the bending moment (both positive and negative) and where each occurs. 'Box' answers. Part...
Problem 3 Three steel rods (with E-200 GPa, Cla = 1 1.7x10-6/oC) support a 45 kN load P. Each of the rods AB and CD has a 200 mm cross-sectional area, and rod EF has a 575 mm2 cross sectional area. The horizontal bar BED may be treated as rigid. The distance BE along the horizontal bar from pin B to pin E is 450 mm, and the distance ED along the horizontal bar from pin E to pin D...
The beam shown below is loaded with three forces, P - 100 KN, Q-200 KN, and S 200 KN acting at the free end of the cantilever beam. Determine (a) the maximum tensile and compressive stress of the bar if the depth, d of the rectangular bar is 70 mm, and the maximum torsional stress 200 Kw b-40 mm a 20 mm 20 mm
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