Consider the material Al-$456It has the following physical plopertesOyield=230mPa5=-726PA (modulos elesticity).G- 28GPA (mad ulus Cigidity)Oultimate=315mPATuield=130 mPaToltimate=185 mPAA) Calculate Poisson's ratio3-0 block of Al-5456 wwith theBIf we have afollowing dimensions And Ferces=80ONEx =X= BcmFy= 1000Ny=4cm=1400Nc) Is our block safe? (conside only plane stess)D)setupthe 3 eqetions to find the strains(EEg t2) in each directionESolve the3equations to find the Enaldimensions OF our blocK

Answered: Image /qna-images/answer/a1450a5e-3871-47e5-aff4-ae2d1dd58c31.jpg

Answered: Considen the material Al-$456 It has…

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.9P

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Answer the step 4 and step 5
(40 How A Rismatic steel bar of a Square cro ss section (looxlo0)mm is loaoled by Compressive force P= 1300 K, the bar has length 2.5 m, Eg=200GPay V=0.3,determine the shortening 8, the increase in the dimensions of cross Section, the change in Volume DV of the bar? loomm loomm
= 5.29 Knowing that P Q = 480 N, determine (a) the distance a for which the absolute value of the bending moment in the beam is as small as possible, (b) the corresponding maximum normal stress due to bending. (See hint of Prob. 5.27.) THEMOM DV P nedw to absol be500 mm 500 mm pripoly not Alase BOLERON 9T AO mersib anamorp sode bol ng appiled: the batuda Fig. P5.29 edi te ating out A Daniloobo CV. D (5.6b) Q f 12 mm s mas i nadw bozudiruaib ebimnice di Tibe sade 2b2 B (10. busd bus bris to pages. eda sdtlanbi are noe minnas li batalize yo led ditw i most u tamom gaiboedshus en betrovalmisoled loads Dignst Box brol 18 mm
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10:59 0.63 a. Y l KB/S VPN tutorial 1.pdf Axlal 1oads are applied to uie compounu rou inal is composeu of an aluminum segment rigidly connected between steel and bronze segments. (a) What is the stress in each material given that P = 10 kN? (b) Find the largest safe value of P if the working stresses are 120 MPa for steel, 68 MPa for aluminum, and 110 MPa for 2. Aluminum Steel A=300 mm² Bronze A=400 mm? A=600 mm² 2P 4P 3m -5m 4m bronze. Answer: a) 0one = 50 MPa; ouminum = 33.3 MPa; oel = 100 MPa ; b) P = 12KN A circular aluminum tube of length L = 400 mm is loaded in compression by axial forces P at the ends. The ou inside diameters are 60 mm and 50 mm, respectively. A strain gage is placed on the outside of the bar to measur strains in the longitudinal direction (axial direction). (a) If the measured compressive strain is ɛ = 550×10-6 , what is the shortening ô of the bar? (b) If the compressive stress in the bar is intended to be 40 MPa, what should be the load P? Answer: a) 8 = 0.22…
PLEASE MAKE THE SOLUTION COMPLETE, UNDERSTANDABLE AND READABLE. Don't use excel. Just show the formula and the solution. Strength of Materials
Calculate 6 Calculate the tensile stress when applied force of 120OON on specimen of * diameter of 7mm 111 O 211 O 311 O 411 O
Find the value of p
15 kip Specific Weight y Elasticity E Rigidity G (Ib/in") Modulus of Modulus of Yield Strength (ksi) Materials (10) ksi (10) ksi Tens. Comp. Shear A - Structural A36 - Stainless 304 - Tool L2 0.284 29.0 11.0 36 36 Steel 0.284 28.0 11.0 30 30 Alloys 0.295 29.0 11.0 102 102 2 ft 4 kip 4 kip The A-36 steel bar shown in the figure is made from two segment shaving cros OSS- B sectional areas of AAB-lin^2 and ABD=2in^2. Determine the vertical displacement of end A and the displacement of B relative to C. 1.5 ft 8 kip 8 kip| C 1 ft D
The compound bar containing steel bronze and aluminum segments carries the axial loads shown in the figure. The properties of the segments are listed in the table. Determine the maximum allowable value of P in pounds if the change in length of the entire bar is limited to +0.07in. Steel Bronze Aluminm (A) 22,250 B) 26,250 25,250 D) 27,250 A (in²) 0.75 1 0.5 2P Steel 2 ft Bronze 4 ft 5P E (psi) 30000000 12000000 10000000 4P+ Aluminum 3 ft P L (FT) 4 3
a) SOLVE STEP BY STEP IN DIGITAL FORMAT DONT USE CHATGPT For the following structures, calculate -Reactions -Deformation diagrams (individual and general) 5 Ton 8 Ton of 12m A + A 3mt +²/2+42 +42 +42 + -2m 2m bod

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