What is the fixed end moment FEMas for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN B D -8 m- El- constant E= 70 GPa /- 800 (10) mm Oa713 m O - 1913 -m O 230-m R 17m
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- UAB = 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 THomeworks: A steel shaft of two segments AB and BC which are rigidly fastened at B Determine: 1) Reactions at A and C. 2) Maximum angle of rotation. 1000N. mn/mm 4m 100mm S0mm 5mm4 Which of the following gives the reaction at D in the given beam? 300N₁ 210 N/m $100 Nm TITTT 5m 845 N 1195 N 1200 N O 1255 N B int. hinge D 5m Crir 3m 12m 120 N/m 2m ETTET 3m F
- Determne the moment at point B for the bearri shown. 100 LN m 150 LN 25AN/m Select the comelt respanse . 3.2) 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…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 CamScanner
- ٤:٢٠ ٥ H-W: Ⓒ Analyze the 0 using S. D. M. Support by 69 beam to find reactions of draw B.M.D support C settles by 5mmd ; O by 62 and support Eratode EL ..const.. C Ef Symmetric € 4m O=OC ²² Ob - Od = ? A rotate by 7 Af * 5m b . * 4m 5mo 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 <e E:10 * ZAIN IQ Iı. 团 / G3.png Determine the magnitude of the component force F2 in Fig. and the magnitude of the resultant force FR if FR is directed along the positive Y axis. 45 F2 F1 Y Q2/ Determine the resultant moment of the force about point C F =400N 100 N D. 30° A 45° 0.3 m B 100 N 0.4m tozm t
- Get the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI _|_2m| 2m 8kN/m EI 4m DQ,28 A plane frame ABCDEFGH shown in figure has clamp support at A, hinge supports at G and H, axial force release at C and moment release (hinge) at E. The static (d) and kinematic (a) indeterminacies respectively are o B A (a) 4,9 (c) 2, 13 l'o'o'o'o 0.000 H-1 (b) 3, 11 (d) 1,14 6x3+4+4)-7-7 Gnot-2.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