S= 2m P= 400N hitial positiom feeeeeeebeeee 30 2 cos30
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10 kg block rest on smooth incline spring originally stretched 0.5 m.
P-400 N
5-2 meters up the plane What is the total work done?
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- Please answer Problem 10-15 thank youDetanneined the magnitude. end direction ad Petanninel tha magnitude.and direction at farce iP if the Resullant ofip andc120NLis to be all6ON) vertio ce. Eメュー 120 N 120 120 SIMz5 S Px=20 SI25 = 50.71N -TEFY=Ry=R= lbo. 0-ニRy120 ces 25 > Pye51.25NDatos: F1(KN)=5 F2(KN)=20 F3(KN)=10 L1(m)=4 H(m)=-5 I add the picture of the question
- M-(Izy z-ly.y) + My(1z.z – lzy -y) Iz.ly - Izy Pr My Formüller; a-- Pr Og + dy oå - da0p + o < oỷ , Jort = Tmaks 2t 0z + Oy + Ty , E = aAT, T-. Tc d'y M(x) Omaks.min 2 I dx? El + Ty tc/D MalanicoXc, @pỊc El Malanipc EI Tmaks = aM Mp dx, Par = VQ %3D It Find the critical buckling load if the length of the 10 cm * 12 cm sectioned bar with both ends is 4 m? E = 1.106 N/cm2 92.45 kN 75.64 kN 88,82 kN 61,68 kN 53,52 kNConsider a cossbow bot shat staight upward fom the gound y-0) a ime t=D0wih ntl elcoty y -54 – Take g=98– and p=010 im COS Then use the equatons v)= tan C, -t/pg wih C, tan |动P to find the maximum heght the bot reache. When does the bolt reach its maximum height? Imax = (Do not round until the final answer. Then round to two decimal places as needed.) What is the maximum height? Ymax = (Do not round until the final answer. Then round to two decimal places as needed.)M2(Izy.z-ly-y) + M,(1z.z- lzy-y) • Ox = Pr My Formüller; a =- 1.ly - Izy Og + dy o - ạ0p + o3 < ơỷ , Jort = Pr • 02 = 2 , Tmaks 2t 2 Çelik Og + Oy Te d'y M(x) Omaks.min + τ , ε αΔΤ, τ,. EI Malanıcoxc, epjc El 2 Malanıpc 2000 mm *) + ry tejp = Tmaks = EI Bakır ƏM dx. Per VQ y M It If a copper ring with an outer diameter of 2000 mm and a thickness of 20 mm and a steel ring with an inner diameter of 2000 mm and a thickness of 10 mm are intertwined and heated up to 100 °C; a) Calculate the maximum stress in the steel ring. b) Calculate the pressure exerted by the copper ring on the steel ring. Copper = Ebakır= 100 GPa, abakıF 16.10-6/°C Steel = Eçelik= 200 GPa açelik= 12.10-6/°C
- AL X=218 (11-18- ار = = (f(t =) صالة الأصلية X = 2 is a veladne min. Sein (2) 16 I- How / uslove Using Graphical Method Max Z=3x1 + 2x2 const 2x₁+x2 <100 X19tr Zo x1 * x₂ < 80 X = Uo 2- How / Min Z= 20x₁+ lok₂ Using Graphical Const X1 42X2The motiom of Par tiele is de Fined by the Position 5 =+23++t whch in (m)t is in sec, Determi ne the PositionsVElocity énd accelekation at t=3 sec3. Find VR and Vc AO2=30mm В AB=60mm AC=80mm BC=45mm A B04=50mm 0,= 2 rad/s 0204=70mm 04 O4 Angle of 02A is 45 degrees with respect to positive x-axis.Drawing is not in scale redraw if possible and applicable.SEE MORE QUESTIONS