Please Aspa Combined LoadingExample PS6.1A short column supports an eccentric axial load and a lateral load. Discuss the resultantforces that occur at the lower section (24-inches below the lateral load), identify the stressmodels needed, and conceptually draw the stress blocks for points a and b.4 in.20 kips24 in.90 kips WS X 28Y(Image: Beer, Johnston, et. al.)

Answered: Image /qna-images/answer/6636d78d-125b-4be4-98af-c12e262b0a8a.jpg

Answered: Loading Example PS6.1 A short column…

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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3. A rectangular solid bar of width 20mm and depth 35mm is subject to a pure positive moment of 450Nm. Calculate the stress in the bar and sketch the stress distribution through its thickness along the centre line. 4. The bar in Q3 is also subject to a tensile load of 15kN applied at the centroid of area. Calculate the stress in the bar and sketch the stress distribution through its thickness along the centre line.
A diagonal aluminum alloy tension rod of diameter d and initial length I is used in a rectangular frame to prevent collapse. The rod can safely support a tensile stress of oallow. If d = 0.5 in, / = 8 ft, and oallow = 20 kpsi, determine how much the rod must be stretched to develop this allowable stress.
A 3-in. by 6-in. steel (E-29,000 ksi) bar (4-foot long) is subjected to the loads shown. Calculate the combined stresses at points A and B (be sure to indicate either tension or compression). Remember, the bar is bending in the strong direction so calculate your I accordingly. 1(1/12) (B)"(H) S=l/c A B. 6" 10,000 lbs 45,000 Ibs
The composite bar in Fig. P-247 is stress-free before the axial loads P, and P₂ are applied. Assuming that the walls are rigid, calculate the stress in each material if P₁ = 150 kN and P2₂ = 90 kN. Aluminum Steel A = 900 mm² A = 2000 mm² E = 70 GPa E 200 GPa P 500 mm Bronze A = 1200 mm² E = 83 GPa 250 mm 350 mm Figure P-247 and P-248
Difficulty (3/5) Dimensions: a b 44 in 0.033 in segure and-cap effects 1900 Problem Statement: A cylindrical pressure vessel with dimensions given carries an internal pressure of 21 psi. Find the axial stress and the hoop stress induced in the wall of the vessel Answers: Oheep" be sure to include units with your answers
4. A central horizontal section of a hook is symmetrical trapezium 90 mm deep. The inner width being 90 mm and outer being 45 mm. The hook carries a load of 67.5 kN, the load line passes at a distance of 40 mm from the inside edge of the section, The centre of curvature is in the load line. Calculate the extreme intensities of stress. Also plot the stress distribution across the section. [Ans. (0,), = 53.15 N/mm? (comp) and (o), = 106.5 N/mm2 (tensile)} 5. A central horizontał section of a hook is a symmetrical trapezium of inner width = 67.5 mm and of outer width = 22.5 mm. The depth of the section is 90 mm. The hook carries a load of 37.5 kN. The load line passes through the centre of curvature. The radius of the hook is 52.5 mm. Deter- mine the maximum compressive and tensile stresses in the section of the hook. LAns ) 83 70 MN/m2 (tensile) and ü) 43 2 MN/m2 (compil
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Bronze Figure (a) shows a rigid bar that is supported by a pin at A and two rods, one made of steel and the other of bronze. Neglecting the weight of the bar, compute the stress in cach rod caused by the 50-kN load, using the following data: Steel 2 m 1.0 m A Steel l06 m–10 m--0.8 m- Bronze Arca (mm?) 300 50 kN 600 (a) E (GPa) 200 83
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Loading Example PS6.1 A short column supports an eccentric axial load and a lateral load. Discuss the resultant forces that occur at the lower section (24-inches below the lateral load), identify the stress models needed, and conceptually draw the stress blocks for points a and b.