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- 9:16 AFolograflar - 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,…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 6NmmWhich 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.mA 500-N 6lock starts a 30' inchne (f-0.20) mitk a veltuty 420%. velscity rf2%. How long mut a G50-N horizmtal force act on the to body increase its veloaty to 10 m/s? How fur will the body tra vel while the force is ac ting?HW A nigid slab weighing 6o0 Kw is Placed uron two bronze vads and one Steel Vod Cach of bo00 mm2 area at a temPerature of 15 Ĉ as shown, find the temPerature at which the stress in steel Vod will be Zero ? takei Cuefficient of exransion for Steel= 12Mm/m.č Coefficient of exransion for brónze = 18 Mm/m.c %3D Young's modulus for steel = 200 G la Young's modulus for bronze = 80 GPa 600 IW -bronze 25orpm 30mm steelMENG222 Strength of material please I have report lab ((Deflection Measurement for Simply Supported Beam)) Please i need you write ^^^PROCEDURE^^^ just PROCEDURE please helpe me for that GIVE me good PROCEDURE thank you100% 6 / 10 Semester - ** **** Page 5 of 10 Find the reactions at the supports for the beam that weighs 10 kN shown below. The length of the beam is 10m. B3 20kN 15kN |12kN 2m 2m 2m SAMSUNG OFANTECH F9 F10 F1 F12 PPUFE BROKSPRCE HOME PGUP DELETE END POON ENTERTNT a 8 95% D7:20 Q44 D137 PROBLEM SET NO. 1_STRESS ANALYSIS_SIMPLE STRESS.pdf 1. As shown below, two pneumatic cylinders are used to control the motion and displacement of the device arm ABC. Assuming that the control rods attached at A and D each have a 20-mm diameter and happen to be parallel in the positicn shown. Solve for the average normal stress in (a) member AE, [b) member DG if the applied load at point Cis 800 N. 150 mm G00 ma particle moves m a circular puth f. 15-M hadius sf tfat its are distan ce from a fixed point on the path is given is by s=4t8-10't wkere in meter ard t in secs. Firf the fofal acceleratia at the erd asecs.please explain explain why for x we are using -cos60sin 45 for y cos60cos45 etc2 - Reflect & comment on how would you solve the problem if the system is subjected to ground motion? What if the spring is a yielding (bilinear or nonlinear) spring - as an example AASHTO's idealized bilinear force-displacement relationship for isolators is shown below. Force Fmax Kef Displacement Umax Uy EDCSEE MORE QUESTIONS