Instructions: Answer the following questions and provide a comprehensive solution that can be understand by a first year Civil Engineering Student. Situation 1: 2.5m 2.5 m B 400 N 1) Ay = 2) BH = 3) CH = 4) By= 5) Cy= -1.5 m- -2 m- 1.5 m 2m 1.5 m 300 N -300 N Determine the horizontal and vertical components of force which the pins at A, B, and C exert on member ABC of the frame.
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- TWO CONCRETE BLOCKS WEIGHING 1800 N EACH FORM PART OF THE RETAINING WALL OF A SWIMMING POOL. WILL THE BLOCKS BE IN EQUILIBRIUM WHEN THE POOL IS FILLED, AND THE POOL EXERTS THE LINE LOADING SHOWN? IF YES, WILL IT SLIDE OR TIP? ALSO, DETERMINE THE HEIGHT OF WATER IN WHICH THE POOL WILL BE FILLED SUCH THAT THE BLOCKS WILL BE IN EQILIBRIUM. 300 mm 540 mm A-0.5 540 Plastic liner mm A-10 6Nmm21:19 40 A 9 41%- Chegg Home Expert Q&A My answers ( Civil Engineering Question The rope ABexerts a 46 - N force T on the collar at A Let rCA be the position vector from point Cto point A (Figure 1) Figure You answered Bo P1 IIfınd bar forces oft A B15 kips Jskips 4 ft 4 ft 4 ft
- Question 11 of 21 Find the value of EIS (N-m³) at the point of application of the 200 N-m couple in below: 500N 200 N-m PR Im 2m Im Select the correct response: 425 392 75 404 < Previous O OTalk N Text all al a O N 89I 1l:48 TNT Final Assignment_Rigid Bo... I. GENERAL INSTRUCTIONS 1. Do this BY PAIR or individually. Write your name/s. Submit this only once. 2. Draw the figure to illustrate your understanding of the problem (as required). 3. Show complete formulas and solutions. 4. No rounding off in the solutions, only your final answer should be rounded off to 3 decimal places. In cases where the answer in a sub question will be used for the following sub question, use the non-rounded value. 5. Enclose your final answer in a box. No extra answers. 6. File submissions should be in single PDF. 7. Once you submit your solution papers late, your score will automatically be reduced by half, regardless of how late you are (1 min or more). Presentation matters. II. Problems Problem 1 Given: Mass of canister: 4000 kg Mass of beam BD: 50 kg Max allowable force: 1. AB = 2. CD = 30 kN 30 kN 3. EF = 34 kN 4. GH = 34 kN Determine the greatest allowable acceleration of the system.…Folograflar - 23JPG A Tum fotograflan gorüntüle + Şuraya ekle: 向 * Duzenle ve Oluştur E Paylaş Learning Goal: To solve for forces in statically indeterminate bars with axial loads Part A - Force with a known deflection When the number of reaction forces is greater than the number of equilibrium equations, the system is statically indeterminate. Solving for the reactions requires some additional equations. These additional equations come from considering compatibility relationships (i e., continuity of displacements and relationships between displacements and loads). The square bar shown (Figure 1) is 67.5 mm thick and 5.1 m long and is fixed supported at both ends. A load directed loftward is applied at point C, as shown, La - 3.7 m from the left end. The modulus of elasticity is E = 100 GPa If point C moves 8= 0.050 mm to the left, what is the applied force? Express your answer with appropriate units to three significant figures. > View Available Hint(s) For an axially loaded member,…
- Evaluate the following: a. 지(5} b. L{t³}5. Find the Total efongation of the bar below 12kN OKN 4KN 4KN+ 6KN LI 1.2 L3 L4stengthflnalen strength of materials exam s/d/e/1FAlpQLSe0S4jiBdFukwD10EDn6YcB3b9pFVy9DyHocjzQq4hz4Q1SGw/formResponse ps E News Translate Total thermal expansion is: * A 120mmx150mm L= 2m E= 25000MPa AT 100°C a = 3x106 1/m 300mmx400mm L= 4m C 2.0 mm 2.5 mm O 2.2 mm 1.8 mm During the tension test, the wooden specimen is subjected to an axial
- solve parts 5,6 & 7Determine the resultant force of the water acting on the circular glass plate that Is to the side panel of the tank. Also, determine the location of the center of pressure along this inclined side, measured from the top. Question 2: FYw.h.A ate Fv= Yw.V 3 m radie 9810 Ixr x gate 9810 1 m 2 m Ma:0 Nar3- Fn 号×3-fvx3- -0 Ma=0-) NBx3- F t /2Fy-0 120° 3 m 1,- I,Which of the following best gives the plastic moment capacity of the W410x68, Fy = 345 MPa? bf tf Ix(10^6) Sx(10^3) mm^3 SECT. A tw rx mm^2 mm mm mm mm mm^4 mm W460x68 8730 459 9.1 154 15.5 297 1290 184 ly(10^6) Sy(10^3) ry Zx(10^3) Zy(10^3) J(10^3) Cw(10A9) mm^4 mm^3 mm mm^3 mm^3 mm^4 mm^6 9.41 122 32.8 1490 192 509 463 O 22 KN.m O 66 KN.m O 514 KN.m O 445 KN.m