3. The simply-supported beam shown below has the cross-sectional area shown in on the right. Draw shear and moment diagrams. Determine the max bending stress and max transverse shear in the beam. 6m a) b) Tmax-bending Tmax-transverze 5kN/m 20 mm N 20 mm MPa MPa B- 20 mm- C 250 mm 150 mm 150 mm D

3. The simply-supported beam shown below has the cross-sectional area shown in on the right. Draw shear and moment diagrams. Determine the max bending stress and max transverse shear in the beam. 6m a) b) Tmax-bending Tmax-transverze 5kN/m 20 mm N 20 mm MPa MPa B- 20 mm- C 250 mm 150 mm 150 mm D

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Draw the shear and moment diagram of the beam shown. Please show the complete detailed solution.
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a) A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F = 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B) = 1.65 metres (m). The dimensions of the rectangular section of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the maximum bending moment that the beam experiences and give your answer in kilonewton metres (kNm) to two decimal places. *Assume the weight of the beam is negligible and zero. b) A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F = 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B)= 1.65 metres (m). The dimensions of the rectangular section of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the second moment of area for rectangular section of the beam about its centroidal x-axis (Ixxcentroid). Give your answer in…
Problem # 2 A W18×50 steel wide flange section is simply supported and is subjected to the loads shown. Assume the beam is restrained laterally. Assume the uniform load includes self-weight. 250 lb/ft 20 kips A В 20 ft. a) Draw load, shear and moment diagrams for the beam considering all loads. b) Calculate the shear stress at the location of maximum shear using the average web shear approach. c) Calculate the maximum bending stress. d) Calculate the maximum normal stress. e) Calculate the maximum/minimum combined stresses f) Calculate the maximum vertical deflection of the beam (considering only the vertical load) g) Calculate the total horizontal compression of the beam (considering only the axial load)
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Refer to the beam shown below. Internal hinges are installed at points C and E. P = 47.25 kN P (KN) 20 kN/m A D E F +200 mt200 m-i -200 m-| 1 m|- 3.00 m- 2.00 m- - 2.00 m- 1 m a) Determine the support reactions. b) Calculate for the maximum positive and negative bending moment. c) Draw the shear and moment diagram (specify magnitudes at indicated points A, B, C, D, E, at maximum and minimum points, zero shear/s, zero moment/s etc.)
1) Figure 1 shows a fixed end beam with various loads on it. section A-A/B-B/C-C B. section A-A 100mm section C-C 300mm 100mm moment around y- axis 4N.m 150mm dia = 25mm 100mm 200mm section B-B 3000N 4000N 100mm 2000N moment around X-axis 4NLm 1000N Figure 1 a) Determine the combined loadings and draw them on a volume element: Section A-A, Point A on the cross section CS Scanned with CamScanner
5) Draw the shear and bendingmoment diagrams for the beam and loading shown in the following figure
Could you help me with these questions? I have completed 3 but the rest I cannot do. Thanks!