C. For the figure shown below, if the stress in steel and bronze are not exceeding 150MPA and70MPA respectively. Find the maximum load P can be applied?2 m1.5 m1.5 mBronzeSteelA = 900 mm?E = 200 GPaL = 1.5 mA = 300 mm?E = 83 GPaL= 2 m

Answered: Image /qna-images/answer/a6e624a4-038e-4eb0-91d0-620f379771e3.jpg

Answered: C. For the figure shown below, if the…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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2 3.0 m 175 KN 2.5 m 200 KN (1) (2) 46 mm 175 kN 30 mm Problem 3 A compound axial member consists of steel (E=200 GPa) segment (1) and brass (E=120 GPa) segment (2). a) Compute the total deformation of the compound member for the loading shown (in mm). b) Sketch an internal normal force diagram c) Calculate the average axial stress in segment 2
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The wood column is pinned at its base and top. Take E= 10 GPa and or = 15 MPa. (Figure 1) Figure 150 mm" 25 mm 25 mm 75 mm 75 mm 1 of 1 Part A If the eccentric force P = 11.8 kN is applied to the column, determine the maximum normal stress. Express your answer to three significant figures and include the appropriate units. TIGB = Submit Part B Value Request Answer Submit Units If the eccentric force P = 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or yielding. ? O The column is adequate to support this loading without buckling or yielding. O The column is inadequate to support this loading without buckling or yielding. Request Answer
Fill in the blanks: The steel rod is stress-free before the axial loads P₁ =169 kN and P2 = 88 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E-200 GPa. A = 2000 mm² A = 900 mm² A = 1200 mm² P P₁ B с D -250 +₁3 500 mm mm- 350 mm- ANSWER: KN, PBC = PCD = KN KN, PAB = (express it in whole number) A
Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A1 = 4250 mm2 and an allowable normal stress of 95 MPa. Bar (2) has a cross-sectional area of A2 = 2750 mm2 and an allowable normal stress of 140 MPa. Assume x1 = 2.1 m, x2 = 3.6 m, y1 = 0.8 m, and y2 = 2.8 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress.
Pipe (2) is supported by a pin at bracket Cand by tie rod (1). The structure supports a load Pat pin B. Tie rod (1) has a diameter of 10 mm and an allowable normal stress of 70 MPa. Pipe (2) has an outside diameter of 44 mm, a wall thickness of 8 mm, and an allowable normal stress of 170 MPa. Assume x1 = 2.9 m, x2 = 1.9 m, and y1 = 4.3 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress. B (1) (2) Answer: Pmax i kN
The steel bar has the original dimensions shown in the figure with b c%=222 mm. If it is subjected to an axial load P 350 mm and C = 33 kN, what is the change in its %3D length? Et 200 GPa. P- O 0.128 mm O 0.0925 mm O 0.0564 mm O 0.0571 mm
Axial loads are applied with rigid bearing plates to the solid cylindrical rods shown. The normal stress in aluminum rod (1) must be limited to 19 ksi, the normal stress in brass rod (2) must be limited to 24 ksi, and the normal stress in steel rod (3) must be limited to 14 ksi. Determine the minimum diameter required for each of the three rods. Assume P = 8 kips, Q = 4 kips, R = 16 kips and S = 28 kips. A (1) VQ В R| (2) S S C (3) D First: Calculate the internal force (positive if tensile, negative if compresive) in rod (1). Use a FBD cutting through the rod in the section that includes the free end A.
Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A1 = 3950 mm2 and an allowable normal stress of 150 MPa. Bar (2) has a cross-sectional area of A2 = 2900 mm2 and an allowable normal stress of 160 MPa. Assume x1 = 2.0 m, x2 = 3.0 m, y1 = 0.8 m, and y2 = 2.8 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress.
@2 The support consists of solid brass post surrounded by a steel tube. Before the load is applied, the gap between these two parts is | mm. Given the dimensions shown in the figure, determine the greatest axial load that can be applied 0 the rigid cap A if the maximum allowable stress in brass is (Guiin)se = 150 MPa and the maximum allowable stress in steel is (Gun ) = 200 MPa. E, = 200 GPa and Ey,= 100GPa.
Note: P = 136 kN

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C. For the figure shown below, if the stress in steel and bronze are not exceeding 150MPA and 70MPA respectively. Find the maximum load P can be applied? 2 m 1.5 m 1.5 m Steel A = 900 mm? E = 200 GPa L = 1.5 m Bronze A = 300 mm? E - 83 GPa L= 2 m