P5.19 The rigid beam in Figure P5.19 is supported by links (1) and (2), which are made from a polymer material [E = 16 GPa]. Link (1) has a cross-sectional area of 400 mm and link (2) has a cross-sectional area of 800 mm. Determine the maximum load P that may by applied if the deflection of the rigid beam is not to exceed 20 mm at point C. %3D

P5.19 The rigid beam in Figure P5.19 is supported by links (1) and (2), which are made from a polymer material [E = 16 GPa]. Link (1) has a cross-sectional area of 400 mm and link (2) has a cross-sectional area of 800 mm. Determine the maximum load P that may by applied if the deflection of the rigid beam is not to exceed 20 mm at point C. %3D

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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E ME5413 Structural Mechanics - Adobe Reader File Edit View Window Help Оpen 27 41 113% Tools Fill & Sign Comment Parth Mathur - v Export PDF Adobe ExportPDF The cross-section of a beam is as shown in Example Fig. 4.19. If permissible stress is 150N/mm2, find its moment of resistance. Compare it with equivalent section of same area but (a) Square section (b) rectangular section with depth twice the width and (c) a circular section. Convert unlimited PDF files to Word or Excel format. Select PDF File: t WINSEM2020-21_MEE2002_E... 1 file / 1.74 MB Convert To: Microsoft Word (*.docx) Recognize Text in English(U.S.) Change Convert 200mm- View Converted Files • Create PDF • Edit PDF 10mm • Combine PDF • Send Files • Store Files 8mm- 400mm 10mm 11:39 e Type here to search 口 O G ) ENG 16-04-2021 (1
Figure Q2 shows the free body diagram of a 10 m long beam AD of uniform cross-section, simply supported at locations A and C. A uniformly distributed load of 10 kN/m is applied on the part AB of the beam together with a concentrated load of 20 kN at the end D. 10KN/m 20kN 4m 4m 2m X Fig.Q2: Structural Beam (a) Draw a free body diagram and find the reaction forces at the supports A and C. (b) Draw the shear force diagram (SFD) for the beam and show the values at A, B, C and D. (c) Draw the bending moment diagram (BMD) and show the values at A, B, C and D. 4. (d) From the SFD drawn in (b), find the distance from point A to the position between points A and B where there is no shear and determine the bending moment at that position. 5. (e) Write the mathematical expression for shear force V at section X-X between the points B and C which is at distance x measured from support A.
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