4-90. Determine the distance d between A and B so that the resultant couple moment has a magnitude of MR = 20 N.m. Ans: d = 342 mr
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- 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 CamScannerDeflection of Beams Use Virtual work Method Given: X - 274 у-74 а-8 b - 4 с- 9 Problem #1 #1 Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional area of 600 mm². Take E = 200 GPa. -1.5 m- -1.5 m- P = X a = AA.) 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 %3D
- Fobe Acrobat Reader DC indow Help exercisechapter3.pdf x 2 /2 135% 4. Determine the vertical displacement of joint Cof the truss. Each member has a cross-sectional area of Use the method of virtual work. Given E = 200 GPa. A 300 %3D mm2. H. 3 m E- B 4 m -4 m 4 m - 4 m 3 kN 3 kN 4 kN (Answer: 4.91 mmThe 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 =Questions 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-m
- 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 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4Q5- Find The couple moment acting on the pipe assembly using. Cartesian vector notation. 45 Nm 15 N 300 m 300 mm A 15 N A 200 mm B 300 mm 200 mmo 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) 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…SAQ 3 Determine the force-couple system acting at point 0. y 50 N 90 N C 40° B 40 N m 400 mm 1300 mm A 4 800 mm A 100 N 3 Answers: R = 83.4 N, 35° S of E, C = 87.4 N m, CW Ww 009 500 mm-Homeworks: 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 5mm