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Hws determine & max on the Beam shown am Is loku Determine controlled ž ġ 40mm...
PLEASE PRINT Question Four The beam has a cross section shown below and is subjected to...
PLEASE PRINT
Question Four The beam has a cross section shown below and is subjected to a 1 kN load as shown. The beam AB has a length of 3 m. a) Draw the shear force and bending moment diagrams. b) Determine the maximum bending stress. c) Where is the location of the maximum stress in b) above? 30 mm 30 mm 30 mm 50 mm t 40 mm 50 m 40mm
2. a. An edge beam with sectional dimensions is shown in Fig.3. i. Determine the location...
2. a. An edge beam with sectional dimensions is shown in Fig.3. i. Determine the location of its centriod from point 0. ii. Determine its moment of inertia in x-x direction about centriod. A y 150mm 40mm 35mm 300mm V --> X Fig. 3 2. b. Determine the mid-span deflection of a 3m long simply supported R.C. beam which is subject to a gravity UDL of 10 kN/m with a cross section as shown in Fig. 3 (E = 35kN/mm²).
1. A beam has a max moment of 45 kN-m. The cross section of the beam is shown in the figure below...
1. A beam has a max moment of 45 kN-m. The cross section of the beam is shown in the figure below. a. State the distance of the centroid from the 2 axis. b. Calculate the area moment of inertia about the centroid. c. Calculate the maximum stress in the beam 300 mm 20 mm 185 mm 20 mm 35 mm
1. A beam has a max moment of 45 kN-m. The cross section of the beam is shown in...
A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in...
A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB=2.8 m, LBC=1.1 m, LCD=1.6 m, w=12 kN/m, P=6.8 kN, b1=20 mm, b2=75 mm, d1=100 mm, and dz=240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. - X BI ec LAB I LBCI LCDJ bil b2 bil Answers: kPa. (a)...
Problem 1. Establish the loading and moment functions for the beam using singularity functions. W max...
Problem 1. Establish the loading and moment functions for the beam using singularity functions. W max = 2 kN/m L WR = 1 kN/m TIITT - - >X 4 m- 4 m Problem 2. Take E=150 GPa and I=65x109 mm .Determine the maximum deflection of the beam. Use singularity functions. 2.20kN 800 N k am *2m ***227
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
3- Determine the maximum shear stress in the beam section shown in the figure. Determine also...
3- Determine the maximum shear stress in the beam section shown in the figure. Determine also the rate of twist of the beam section if the shear modulus G is 25 GPa. 100 mm T-25 N.m 3 mm 3 mm 50 mm 80 mm 2 mm
3- Determine the maximum shear stress in the beam section shown in the figure. Determine also the rate of twist of the beam section if the shear modulus G is 25 GPa. 100 mm...
The reinforced concrete beam shown in Figure-2 is to be subjected to the following uniformly distributed...
The reinforced concrete beam shown in Figure-2 is to be subjected to the following uniformly distributed loads over the entire length: DL = 14 kn/m (including self-weight) and LL = 20kN/m, fc = 32 MPa. For architectural reasons the beam width is set at 500 mm. Determine the effective depth required if ku = 0.25 for the section of maximum positive bending moment. Then design the reinforcement required. zin Figure-2
For the beam and loading shown in the figure, integrate the load distribution to determine the...
For the beam and loading shown in the figure, integrate the load
distribution to determine the equation of the elastic curve for the
beam, and the maximum deflection for the beam. Assume that
EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4
m, and w0=61 kN/m.
(a) Use your equation for the elastic curve to
determine the deflection at x=1.5 m. Enter a negative value if
the deflection is downward, or a positive value if it is
upward.
(b)...
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine...
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine the maximum and minimum bending stress. Also determine the shear stress at point, A which is 50 mm above from the bottom. The cross-section of the beam is I-shaped and shown in the figure. 300 mm 30 mm 300 mm . 50 mm 30 mm
PLEASE PRINT
Question Four The beam has a cross section shown below and is subjected to a 1 kN load as shown. The beam AB has a length of 3 m. a) Draw the shear force and bending moment diagrams. b) Determine the maximum bending stress. c) Where is the location of the maximum stress in b) above? 30 mm 30 mm 30 mm 50 mm t 40 mm 50 m 40mm
2. a. An edge beam with sectional dimensions is shown in Fig.3. i. Determine the location of its centriod from point 0. ii. Determine its moment of inertia in x-x direction about centriod. A y 150mm 40mm 35mm 300mm V --> X Fig. 3 2. b. Determine the mid-span deflection of a 3m long simply supported R.C. beam which is subject to a gravity UDL of 10 kN/m with a cross section as shown in Fig. 3 (E = 35kN/mm²).
1. A beam has a max moment of 45 kN-m. The cross section of the beam is shown in the figure below. a. State the distance of the centroid from the 2 axis. b. Calculate the area moment of inertia about the centroid. c. Calculate the maximum stress in the beam 300 mm 20 mm 185 mm 20 mm 35 mm
1. A beam has a max moment of 45 kN-m. The cross section of the beam is shown in...
A wood beam supports the loads shown. The cross-sectional dimensions of the beam are shown in the second figure. Assume LAB=2.8 m, LBC=1.1 m, LCD=1.6 m, w=12 kN/m, P=6.8 kN, b1=20 mm, b2=75 mm, d1=100 mm, and dz=240 mm. Determine the magnitude of: (a) the maximum horizontal shear stress Tmax in the beam. (b) the maximum tension bending stress max (and location x) in the beam. - X BI ec LAB I LBCI LCDJ bil b2 bil Answers: kPa. (a)...
Problem 1. Establish the loading and moment functions for the beam using singularity functions. W max = 2 kN/m L WR = 1 kN/m TIITT - - >X 4 m- 4 m Problem 2. Take E=150 GPa and I=65x109 mm .Determine the maximum deflection of the beam. Use singularity functions. 2.20kN 800 N k am *2m ***227
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
3- Determine the maximum shear stress in the beam section shown in the figure. Determine also the rate of twist of the beam section if the shear modulus G is 25 GPa. 100 mm T-25 N.m 3 mm 3 mm 50 mm 80 mm 2 mm
3- Determine the maximum shear stress in the beam section shown in the figure. Determine also the rate of twist of the beam section if the shear modulus G is 25 GPa. 100 mm...
The reinforced concrete beam shown in Figure-2 is to be subjected to the following uniformly distributed loads over the entire length: DL = 14 kn/m (including self-weight) and LL = 20kN/m, fc = 32 MPa. For architectural reasons the beam width is set at 500 mm. Determine the effective depth required if ku = 0.25 for the section of maximum positive bending moment. Then design the reinforcement required. zin Figure-2
For the beam and loading shown in the figure, integrate the load
distribution to determine the equation of the elastic curve for the
beam, and the maximum deflection for the beam. Assume that
EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4
m, and w0=61 kN/m.
(a) Use your equation for the elastic curve to
determine the deflection at x=1.5 m. Enter a negative value if
the deflection is downward, or a positive value if it is
upward.
(b)...
If the beam is subjected to a positive bending moment of M = 100 kN-m, determine the maximum and minimum bending stress. Also determine the shear stress at point, A which is 50 mm above from the bottom. The cross-section of the beam is I-shaped and shown in the figure. 300 mm 30 mm 300 mm . 50 mm 30 mm
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