unic 30KN 150 KN 20KN 2m SOLVE FOR ACL SUPPORT REACTICNS IN DICATE TH DIRECTIONP l UNITC A Bl.Im
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A: Replace the loading by an equivalent resultant force and couple moment acting at point A.
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- er Engineers: El X dXGr5FXCENdllpHQzzLvM_oCLpBbBinmD4RvO_nqWeFros9A/formResponse Solve for the Center of Gravity of the figure below. 4 cm 1 cm 4 cm 2 cm 1 cm 1.5 cm 1cm From the Origin, X = 1 cm 1.5 cm 2 cm 2.5 cm Other: Clear selection 20fınd bar forces oft A B15 kips Jskips 4 ft 4 ft 4 ftfind the foree in members DF, DG , EG. B 20N lom H E ION 15N 10N lom lom 10m
- HW #4.pdf -> The University of Dlyala Course: Engineering Mechanics i CE 101 College of Engineering Instructor: Dr Assal Hussein Department of C Engineering Homework #4 Replace the loading system by an equivalent resultant force and couple moment acting at point A 900 N 300 N Z00N m 300 N-m 0.75 m T0.75 m075 ma75 m IICompule the centroidal distance with respect to X- andy -axs o4 he two figue below- I 2em leemThere is a statically indeterminate beam in which the horizontal force at the left and right ends (points A and D) is zero, and the vertical force is shown in the figure below, The flexural stiffness of the beam section is constant El: Try to find the slope (Slope) of point B after deformation.
- 5.1.20 The truss shown in the figure con- sists of-4 bays of 'K' structure. Each bay has 2 m long horizontal and two 2 m long vertical bars. Find the tensions in rods DE and DG. D G J M B E H K F NO 2KN 2KN 2 KN Filenamepllignre5-1-truu7 Problem 5.1.20Calculate the magnitude and nature of forces in members marked 1, 2, 3 and 4. Assume all member to be pinjointed. ion: ] H C J 4 2 D K E L F 30 t 15t 30 t -6 panels @ 4 m = 24 m- M G Solved Papers T 3m4m BILPlease help with solutions Prob.1,2,3