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A BEAM IS SUPPORTED FIXED AT BOTH ETUDS AND HAS POINT LOADS...
An 8m span sim ply supported beam is laterally unsupported between both ends . The beam...
An 8m span sim ply supported beam is laterally unsupported between both ends . The beam is bent about its m inor axis and is subject to thre e concentrated factored forces of 100 kN each, acting at quarter span , midspan and three quarter sp an points. It is required to find an econom ic section to carry the given loads. (F y=350MPa). Perform all the necessary checks to carry the applied loads. You can neglect the self weight...
Assume AE= 7m Figure 1 shows a beam with a hinge at E, fixed supported at...
Assume AE= 7m
Figure 1 shows a beam with a hinge at E, fixed supported at A and roller supported at B. Using Influence Lines basic method, a. draw influence lines diagram for: i. Reaction force R ii. Reaction force R (CO2-P02) (C2) [10 marks] b. calculate the maximum shear and moment at D if the beam is loaded with a 4kN/m uniformly distributed load and a 12 kN point load as shown in Figure 21. (CO2-PO2) (C3) [15 marks]...
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam...
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam are shown a) At section a-a e the magnitude of the shear stress in the beam at point H. -7748 KNIm in the beam at point K the beam, at any location within the 5-m span length. V occurs in the beam at any location within the 5-m span length.)diagr. the magnitude of the shear stress (b) At section a-a, (e) Determine the maximum...
Question 2 Simply supported beam ABC is subject to a point load and the patch loads...
Question 2 Simply supported beam ABC is subject to a point load and the patch loads as indicated in Figure Q2. Assume the beam has a uniform cross-section size. The Modulus of Elasticity E = 210x106 kN/m2, second moment of area l=5x105 m. Determine the deflection of beam ABC at the middle point using MacCaulay's Method. Total (15) marks. -30 KN -6 kN/m -3 kN/m B 3 m 4 m * Figure Q2: Simply supported beam ABC
Problem 1 A simply supported beam of length L = 5m is subjected to a point...
Problem 1 A simply supported beam of length L = 5m is subjected to a point load P= 20 kN at the mid span. Draw the shear force and bending moment diagram for the beam. If the beam is 300mm x 500mm, calculate the deflection at the midspan for the following orientations where the dashed line shows the bending axis. Explain the difference in results. Which orientation is better for beam performance and why? Take E = 30,000 MPa 300...
Q7. Put this cantilever beam and loads in to WinBeam (use fixed for the end supporttype):...
Q7. Put this cantilever beam and loads in to WinBeam (use fixed for the end supporttype): -14 kN/m UDL 20 KN 5.8 m a) What is the vertical reaction at the support VA? b) What is the maximum moment and where does it occur? c) What is the maximum shear force and where does it occur?
The beam ABC is supported at A with a guided support (fixed with roller) and hinge...
The beam ABC is supported at A with a guided support (fixed with roller) and hinge at B has rectangular cross section and supports concentrated loads P both ends A and C as shown in the figure. The span length from A to B is L, and the length of the overhang is 1/2. Point D is located midway between the supports at a distance d from the top face of the beam Knowing that the maximum tensile stress (principal...
The beam ABC is supported at A with a guided support (fixed with roller) and hinge...
The beam ABC is supported at A with a guided support (fixed with roller) and hinge at B has rectangular cross section and supports concentrated loads P both ends A and C as shown in the figure. The span length from A to Bis L, and the length of the overhang is 1/2. Point D is located midway between the supports at a distance d from the top face of the beam Knowing that the maximum tensile stress (principal stress)...
The flexural strength of a simply supported prismatic beam with depth ‘d’, width ‘b’ and span...
The flexural strength of a simply supported prismatic beam with depth ‘d’, width ‘b’ and span ‘L’ is determined using a four-point bending test. Two equal loads of value ‘P’ are placed at a distance of L/3 and 2L/3 from the support. a. Calculate the reaction forces at the supports. b. Draw the shear and moment diagrams for the beam. c. What is the location of the maximum moment on the beam? What is the value of the maximum moment?...
A beam with simple supports as shown below has external loading of three point loads and...
A beam with simple supports as shown below has external loading of three point loads and two different uniformly distributed loads. For this beam: a. Calculate reactions at points C and D b. Derive the equations (only), as a function of x, of both Shear Force and Bending Moment between points C and D only c. Construct complete Shear Force (V) and Bending Moment (M) diagrams for the entire beam, and graph them on the lines shown below. Make sure...
Assume AE= 7m
Figure 1 shows a beam with a hinge at E, fixed supported at A and roller supported at B. Using Influence Lines basic method, a. draw influence lines diagram for: i. Reaction force R ii. Reaction force R (CO2-P02) (C2) [10 marks] b. calculate the maximum shear and moment at D if the beam is loaded with a 4kN/m uniformly distributed load and a 12 kN point load as shown in Figure 21. (CO2-PO2) (C3) [15 marks]...
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam are shown a) At section a-a e the magnitude of the shear stress in the beam at point H. -7748 KNIm in the beam at point K the beam, at any location within the 5-m span length. V occurs in the beam at any location within the 5-m span length.)diagr. the magnitude of the shear stress (b) At section a-a, (e) Determine the maximum...
Question 2 Simply supported beam ABC is subject to a point load and the patch loads as indicated in Figure Q2. Assume the beam has a uniform cross-section size. The Modulus of Elasticity E = 210x106 kN/m2, second moment of area l=5x105 m. Determine the deflection of beam ABC at the middle point using MacCaulay's Method. Total (15) marks. -30 KN -6 kN/m -3 kN/m B 3 m 4 m * Figure Q2: Simply supported beam ABC
Problem 1 A simply supported beam of length L = 5m is subjected to a point load P= 20 kN at the mid span. Draw the shear force and bending moment diagram for the beam. If the beam is 300mm x 500mm, calculate the deflection at the midspan for the following orientations where the dashed line shows the bending axis. Explain the difference in results. Which orientation is better for beam performance and why? Take E = 30,000 MPa 300...
Q7. Put this cantilever beam and loads in to WinBeam (use fixed for the end supporttype): -14 kN/m UDL 20 KN 5.8 m a) What is the vertical reaction at the support VA? b) What is the maximum moment and where does it occur? c) What is the maximum shear force and where does it occur?
The beam ABC is supported at A with a guided support (fixed with roller) and hinge at B has rectangular cross section and supports concentrated loads P both ends A and C as shown in the figure. The span length from A to B is L, and the length of the overhang is 1/2. Point D is located midway between the supports at a distance d from the top face of the beam Knowing that the maximum tensile stress (principal...
The beam ABC is supported at A with a guided support (fixed with roller) and hinge at B has rectangular cross section and supports concentrated loads P both ends A and C as shown in the figure. The span length from A to Bis L, and the length of the overhang is 1/2. Point D is located midway between the supports at a distance d from the top face of the beam Knowing that the maximum tensile stress (principal stress)...
A beam with simple supports as shown below has external loading of three point loads and two different uniformly distributed loads. For this beam: a. Calculate reactions at points C and D b. Derive the equations (only), as a function of x, of both Shear Force and Bending Moment between points C and D only c. Construct complete Shear Force (V) and Bending Moment (M) diagrams for the entire beam, and graph them on the lines shown below. Make sure...
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