Saveck my work mode : This shows what is correct or incorrect for the work you have completed so far. It does not indicate compleHelpRetu.Required informationNOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part.The loading for a beam is as shown in the figure, where F1= 19 lb, F2= 20 lb, F3735 lb, F4= 20 lb, and F5 = 15 lb.F1F2F3F4F5-6 in 8 in.-8 in. 6 in.-Determine the tension in cable BC.185X lb.The tension in cable BC isof 13Next >< Prev310ENG

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Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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a. determine the magnitude of the force equivalent to the forcing system shown in figure 1. Specify the location from point A to the beam. b. if the structure is subjected to supports with pin at D and roller at C. determine the reaction/s at C and D without considering the loadings/load intensities at the bottom of the structure
1) A stepladder is constructed as shown in the figure. The total mass of the ladder is 10 kg (each side has a mass of 5 kg). There is no friction between the ladder and the floor. a. What is the tension in the chain? b. What is the magnitude of the force exerted by the hinge on one side of the ladder? Hinge- Chain CG 0.50m Uniform board (CG at center) 1.10 m 1.30m
Two forces X and Y act vertically downward directly at points D and F respectively while force Z acts at point B as shown. Determine the magnitude (N) of the force in member GF if X=649N, Y=454N, Z=115, a=5m and b=3.8m. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate C if force is compressive or T if tensile.
Show your complete solution including the diagrams and box your final answers with their appropriate unit. Use up to 4 decimal places. Moment of the single 100 lb forcei. When the tail of the force is at itsoriginal position using ? = ? × ?ii. If you slide the force so that its tailis at the y-axis using ? =(±)|?||?|iii. If you slide the force so that its tailis at x-axis using ? = (±)|?||?|
Question 12 Find the magnitude and direction of the resultant force for the given forces F1 = 11 kN, F, = 14 kN and F3 = 24 kN acting on hook fixed to a wall as shown in figure. Take e, = 35° & e2 = 43°, -- 3 Marks. Not yet answered Marked out of 3.00 P Flag question F1 F3 F2 (NOTE: ENTER ONLY THE VALUES BY REFERRING TO THE UNITS GIVEN IN THE BRACKET. ALSO, SUBMIT THE HANDWRITTEN ANSWER SHEET IN THE LINK PROVIDED) The sum of horizontal force component for the given system (unit is in kN), E, (1 Mark) The sum of vertical force component for the given system (unit is in kN), E., = (1 Mark) The resultant of the given force system is (unit in kN), R - (0.5 Mark) The direction of the resultant force (in degrees) = (0.5 Mark) Windows byw .Windows b U Ulw Jout
Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the figure shown with P= 139 kN. 2.4 m 2.4 m 2.4 m B F 4.5 m C E Determine the force in members DG and EG of the truss shown. KN (Click to select) The force in member DG of the truss is The force in member EG of the truss is KN (Click to select)
Determine the reactions at the beam supports for the given loading if F= 200 Ib/ft. (Round the final answer to the nearest whole number.) F1 Parabolas 100 lbvt B 12ft 6ft The reaction at the beam support Ais The moment at the beam support Ais Ib. 1 Ib-ft.
Include some free body diagrams: A) Draw the components of the load in each member of the frame shown. Note that BC and AC are both cables. DC is a boom that exerts compression. Use the symbols Ax, Ay and Az for the x, y and z components respectively of force AC. Follow the same manner of representing the components of the other forces,i,e, Bx,By, Bz and Dx, Dy, Dz accordingly. (B) Set up the equilibrium equation based on summation of moments about AB. Use the symbols indicated in (A). Take the counterclockwise direction as positive. (C) Set up the equilibrium equation based on summation of moments about a vertical line passing through B (yB).
The second image is a clear picture of the truss. Truss calculation
Q.4) Determine the tensions in the three cables supporting a weight of 180 N as shown in figure below. Draw the necessary free-body diagram. 6 m 4 m 5 m i 5 m 8 m 8 m - y
As per the crane shown in the Figure. Determine the force member at BC.
10 ft Using the figure below, determine the forces in the members of the truss and the reactions at the supports. 10 ft 10 ft 10 ft 10 ft F1=10,000 Ibs F2=15,000 Ibs E A H. F F3=10,000 Ibs

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