1/52 Determine the forces in members AB, AC, and AD. 1 5 kN JORN
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- Q3) Ahom P = - nstagnation m = pQ Ah0 is obtained same as Q1 mAh static nstatic P Ahstatic: v² h₁ + h₂ + S V1=1, V₂ = √√V²₂2 +V²/2, u2 r2 A1₁ E = u₁Vu₁u₂V uz hand written plzz N/₁ 2 + ETO 14 A B Criven: L₁ = cm L2 = (0,85, -35 > cm 13 144 F₁ = KN Fu = < 25, -25, -357 kN Find moment of force about o along line ŌA in unit KN-m2-6. 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. 2-4/5/6
- 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 %3DThe uniferm arcer ectangular thin plate has dimensicrs indicated and mass M- 52 kg. 2.3 T 4.5 n Decermine the mass moment of inertia in kgm- and the rsdius of gyration in meters of the thin pate about an axis through point O cirected perpendicular to the p are of the page. Peint 3 is ccsted at the upper left corner ef the pate. 'o =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.
- 2) The box beam is constructed from four boards that are fastened together using nails spaced along the beam every 2 inches. The beam is subjected to a maximum internal shear force of 475 lb. a) Locate the neutral axis and compute the moment of inertia for the cross-section in in*. [Ans. to check: 1 = 197.7 in¹] b) Calculate the first moment of area in in³ at each of the two connection interfaces (i.e. once for the top flange and once for the bottom board). Draw a clear sketch of the cross-section showing the neutral axis and the necessary dimensions to calculate the first moment of area. [Ans. to Check: Qtop = 31.2 in³] c) Compute the shear flow occurring between the wood and the nails at each of the two connection interfaces in lb/in. [Ans. to Check: qbottom = 49.0 lb/in] d) Design the section by choosing the required shear strength of the nails (in lb). Check both interfaces but choose only one assuming you would like to use the same nails for the entire beam. [Ans. to check: 75 lb…Homework H.W1: Determine the design moment strength for each of the following A) f = 25 MPa fy = 420 MPa %3D 70 mm 520 mm 540 mm S425 300 mm 2 m 2 mFind all forces in member AB,BD,DE 7kN 24KN 7kN A B 0.Sm D F 000 1.5m 1.5m SkN Fig.4
- ホーaxis GON 554° 300 Find the t-component of the Rsulteant OF the force sysem shown.@determine the magnitudo the magnitude of the vesulHant force of fhe coplarer force Syste shoun in the figure below uhere the horizental force p=123N ard the couple M= 503NM N.m 1SON 300mm 400 mm €) determine the distance Fror Orinm) at which this should be placed so that res Hant the syster is replaced entirely by a single force.团 の image.jpg > B00 Deker mine the magni nde mnd direction 200 of the resultant +300 of the four forces shown in the higure. 420 500 Determine the moment a bout Point as Shown