Homework Answers
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm...
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm 150 mm 12 mm 100 mm -200 mm 1.5 m 1. Determine the largest shearing stress in section n-n. (Round the final answer to the nearest whole number.) kPa. The largest shearing stress is 02019 McGraw HIll Bducation Al rights cosorved For the beam and loading shown, consider section-nand take P 177 kN. 160 mm 20 mm 100 mm 30 mm 500 mm- 500...
E = 207E9 for all three sections of the beam. 5 4 kN d-30 d 40...
E = 207E9 for all three sections of the beam.
5 4 kN d-30 d 40 2 KN The figure shown above is a simply supported steel shaft subjected to two loads on stepped edges. Determine the deflection at the center of the beam (i.e. 225mm from the left support) All distances and diameters are in mm.
6 kN/m 15 kN 100 mm E NA - B D 100 mm 0.8 m For...
6 kN/m 15 kN 100 mm E NA - B D 100 mm 0.8 m For the truss system shown, a. (10 pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. (6 pts)Determine the magnitude of the absolute maximum moment (Mmax) and its location c. (Z pts) Find the maximum bending stress in the member (max) d. (Z pts)Compute the Bending Stress at a point on the section B that is 25 mm below the...
15 kN 6 kN/m 100 mm AC E NA - B D 100 mm 0.8 m...
15 kN 6 kN/m 100 mm AC E NA - B D 100 mm 0.8 m 2. (30pts.) For the truss system shown, a. (10 pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. (6 pts )Determine the magnitude of the absolute maximum moment (Mmax) and its location c. (7 pts) Find the maximum bending stress in the member (max) d. (7 pts)Compute the Bending Stress at a point on the section B that is...
0.3 m 10 kN 40 mm Problem 2 (10 Points) For the beam and loading shown,...
0.3 m 10 kN 40 mm Problem 2 (10 Points) For the beam and loading shown, consider section n-n and determine (a) the largest shearing and normal bending stress in that section and (b) the shearing stress at point a. 12 mm 150 mm 12 mm 100 mm 1.5 m 200 mm
WELD F 2. t=10 mm 100 1 500 D=30 mm D=20 mm 2 Weld seam cross...
WELD
F 2. t=10 mm 100 1 500 D=30 mm D=20 mm 2 Weld seam cross section The piece F=1000 N, S235 a) What is the safety coefficient in the static state? b) What is the safety factor in the fully variable state?
Dimensions for beam section (mm) ( B1= 20 ,B2= 40, D=50 ,T1=4 ,T2=6 ) Beam span...
Dimensions for beam section (mm)
( B1= 20 ,B2= 40, D=50 ,T1=4 ,T2=6 )
Beam span L (m) =4
Uniform Load w (kN/ m) =8
i have anly 20 min
Q1 The cross-section of a cantilever beam is given in the figure. Determine the maximum value of transverse shear stress if the beam carries a uniform load of w kN/m on the entire span L. T2 T1 B2 (All dimensions in mm)
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, det...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
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...
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 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 P (kN) (MPa) applied to the bar, and determine the actual normal and shear stresses acting on inclined plane...
F t=10 mm 100 20 mm 500 105 mm IL ;܀ 100 10 The piece F=1000...
F t=10 mm 100 20 mm 500 105 mm IL ;܀ 100 10 The piece F=1000 N, S235 a) What is the safety coefficient in the static state? b) What is the safety factor in the fully variable state? Weld seam cross section
Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm 150 mm 12 mm 100 mm -200 mm 1.5 m 1. Determine the largest shearing stress in section n-n. (Round the final answer to the nearest whole number.) kPa. The largest shearing stress is 02019 McGraw HIll Bducation Al rights cosorved For the beam and loading shown, consider section-nand take P 177 kN. 160 mm 20 mm 100 mm 30 mm 500 mm- 500...
E = 207E9 for all three sections of the beam.
5 4 kN d-30 d 40 2 KN The figure shown above is a simply supported steel shaft subjected to two loads on stepped edges. Determine the deflection at the center of the beam (i.e. 225mm from the left support) All distances and diameters are in mm.
6 kN/m 15 kN 100 mm E NA - B D 100 mm 0.8 m For the truss system shown, a. (10 pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. (6 pts)Determine the magnitude of the absolute maximum moment (Mmax) and its location c. (Z pts) Find the maximum bending stress in the member (max) d. (Z pts)Compute the Bending Stress at a point on the section B that is 25 mm below the...
15 kN 6 kN/m 100 mm AC E NA - B D 100 mm 0.8 m 2. (30pts.) For the truss system shown, a. (10 pts) Draw the shear and moment diagrams for the rectangular wooden beam shown. b. (6 pts )Determine the magnitude of the absolute maximum moment (Mmax) and its location c. (7 pts) Find the maximum bending stress in the member (max) d. (7 pts)Compute the Bending Stress at a point on the section B that is...
0.3 m 10 kN 40 mm Problem 2 (10 Points) For the beam and loading shown, consider section n-n and determine (a) the largest shearing and normal bending stress in that section and (b) the shearing stress at point a. 12 mm 150 mm 12 mm 100 mm 1.5 m 200 mm
WELD
F 2. t=10 mm 100 1 500 D=30 mm D=20 mm 2 Weld seam cross section The piece F=1000 N, S235 a) What is the safety coefficient in the static state? b) What is the safety factor in the fully variable state?
Dimensions for beam section (mm)
( B1= 20 ,B2= 40, D=50 ,T1=4 ,T2=6 )
Beam span L (m) =4
Uniform Load w (kN/ m) =8
i have anly 20 min
Q1 The cross-section of a cantilever beam is given in the figure. Determine the maximum value of transverse shear stress if the beam carries a uniform load of w kN/m on the entire span L. T2 T1 B2 (All dimensions in mm)
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
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 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 P (kN) (MPa) applied to the bar, and determine the actual normal and shear stresses acting on inclined plane...
F t=10 mm 100 20 mm 500 105 mm IL ;܀ 100 10 The piece F=1000 N, S235 a) What is the safety coefficient in the static state? b) What is the safety factor in the fully variable state? Weld seam cross section
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