5 @ 3m=15m- C H J K L -4 @4m=16m- A B D E 60 kips WHAT IS VERTICAL COMPONENT OF REACTION FORCE AT SUPPORT L ON THE FAR LEFT?
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- A.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3DUAB = 1 wac = ? *16-60 The slider block C moves at 8 m/s down the inclined groove. Determine the angular velocities of links AB and BC, at the instant shown. Cotohon around a fixed ³8 = WAR X PAB cand off = _WAB K x (2i) = -2WABj →general plane of motion → √₂ = vc + BCB/C - 2 m -2WABJ = 8 sinus 18 twBck * 25 FB/1C 45 A 45° TAB WAB # B ль BIC 2 m SUBC с 45 Vc = 8 m/s 8 $145 TGet the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI _|_2m| 2m 8kN/m EI 4m D
- The Resultant of forces is smgle force at point (8) . the force (P) equol (lo0) to the kight. the hovi Zontal Component of 60 12 130 12 e IA B find (P)? the Resuitant and the forceQuestions kasainta05h_chp16.17m What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN 5. E D -8 m+am+4m 7. -8 m El - constant E= 70 GPa /= 800 (10) mm 10. O 713 kN-m O0.1913 N-m O 230.0 N-m O a 106 7AN-mhas a velbcnty 4- armls at A ard a Velocity Up= 15 m/s as it parses point B om the üclire. Fird frc between the block ard the plane x ='as. The bloch if s=180m aAd, aro
- a) The components of the apparatus were assembled by the technician. b) Firstly, weigh the aluminium beam given on the measuring scale, with a span of 1000mm. c) Place both spring balances with Newton readings on the left and right end of the frame. 2 d) Zero the two spring balances. e) Load the beam on both spring balances, at Omm from the left end of the beam and at 1000mm on the right end of the beam ) With the use of two metal hangers, place the one metal hanger was at 200mm from the left-hand side of the beam and at 100mm from the right-hand side of the beam, thereafter both hangers will be loaded with loads/weights g) Load left hanger with 400g and right hanger with 500g h) Read and record the readings from both the spring balances as left and right reactions in newtons (N). RESULTS 400g 603.7g 500g 200mm 100mm 500mm 1000mm RL RR Figure 3. Experimental Force diagram of a simply supported beam.Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScannero T ☺ t Q6) Compute the vertical displacement of joint B of the structure shown in the figure. 100 kN Hinge El, constant C 10KN 4 m مرّر للأعلى لاستعراض الفلاتر إضافة شرح. . . mum <
- 2-6. Resolve the force F, into components acting along Resolve the force F, into components acting along the u and v axes and determine the magnitudes of the the pos 2- ts ac S. components. she u and v axes and determine the magnitudesong componentsLンレ c31 5.9a حل القود 70° 30° 45° F= 300 N F2 = 500 Nv Probs. 2-4/5/6The beam has a moment of inertia of I = 125(106) mm². Determine the slope of the beam at B. E= 200 GPa. Use the method of virtual work. 18 kN - m A -4m- B ID C I -3 m- -3 m- 20120 -4 m- 18 kN mホーaxis GON 554° 300 Find the t-component of the Rsulteant OF the force sysem shown.