Current Attempt in Progress Determine the x-y and n-t components of the 32-kip force F acting on the simply-supported beam. F = 32 kips y 11' B Lx Part 1 17' 20 Find the angle B. 42° C O n
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- 110% Problem 2: For the step pulley shown, solve for the resultant of the non-concurrent forces applied on it. 2875N 1000N 300 40cm 25cm 5000N :-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 TIf P= 60 N, a) Determine the resultant of the force-couple system acting on the frame if it acts at G. b) Determine the location of the resultant if it is to be located on line FG and line GH. Express this location with respect to point Cou 120 N 240 mm 200 N This shared 15 70° G. D 50 mm |42 Ν.m 80 N 520 mm 40 N-m 180 mm Hi |B 50 mm G A 50 mm 640 mm
- Determine the Y-Component (My) of the couple acting on the frame below at point O due to the shown forces. Given that F=532 N and a= 0.7 m. y F (N) 15 B 0.45 m 15° F (NY Select one: O A. -912.4 N.m OB. 718.7 N.m OC.-193.6 N.m OD. 193.6 N.m OE. -718.7 N.mGet the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI _|_2m| 2m 8kN/m EI 4m DIf P= 60 N, a) Determine the resultant of the force-couple system acting on the frame if it acts at G. b) Determine the location of the resultant if it is to be located on line FG and line GH. 7120 N 240 mm 200 N 70° 15 Express this locatlor. with respect to point G. 50 mm 42 N-Im |80 N 520 mm 40 N-m 180 mm |B 50 mm 50 mm -- 640 mm
- Influence Line: Moving load group Determine the largest (absolute value) of the shear just left of C Strucitore: ど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 %3D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
- 8 What is moment value (kNmn) at support B? 5 kN/m %24 4m. TOTAL DEFLECTION at JOINT H OF THE TRUSS SHOWN BELOW. CROSS SECTIONAL AREAS MEMBER GRE SHOWN. E 200 GPG AND THE SAME 200KN G (wwoosz) 327 kN D (2500 mm²) A (1300 mm) (1500mm²) (1600mm²) A (1500mm²) (1500mm²) 2m (wwODSH) B (1500 mm²) 1500 mm") E = 200 GPa FOR ALL MEMBERS. 200KN 2m (1500 mm²) H (2500 mm²) (2500 mm ² 4m 4m OF EACHDvestion 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