The truss carries forces shown in the figure. Determine the Resultant of the forces and its intersection with AB measured from A.
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A: For solution refer below images.
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Q: Q2( > Determine the resultant of forces system shown in Figure and locate it with respect to point…
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A: F1=750 Nθ=35°F2=400 Nθ2=30°F3=600 N
Q: 20 kN 140° 10 kN 4 m 5 kN 15 ml
A: givenframe as shown below
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The truss carries forces shown in the figure. Determine the Resultant of the forces and its intersection with AB measured from A.
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- if the Resultant For Forces shownin figure equal To Cleom) , find F p O? Find F D O? upword, F 450N イi0 400N 32 300 NProblem 3. What is the moment of the 1.4 kN force along the direction of the 1.0 kN force? Express your answer as a magnitude and sketch the direction of rotation about the axis defined by the 1.0 kN force TIGBAO TK 1.0KN X 539 indi 21 150 mm 195 mm 2 4 160 mm 21% ARD 19TO 1.4 kN MEBIRT 0 DAW ITOM 00 1400The curved pipe has a radius of 5 ft. Figure 60 1001 > Part A If a force of F=75 lb acts at its end as shown in (Egure 1), determine the moment of this force about point C Enter the components of the moment separated by commas. Express your answer in pound-feet to three significant figures. VAX i vec Me 322,247,47.0 Submit Previous Amers Bequest Ac X Incorrect: Try Again Provide Feedback ? Review Ilb-ft, Jlb-ft, klb-ft Next >
- The cable of the tower crane is subjected to 840 N force, the magnitude of the moment of the force Fabout A is. Hint: Determine the moment of the force 'P in Cartesian Vector Form, then deduce the magnitude. F-840 N 24 m I5 m 2m 10 m Select one: O a. 7920 N.m O b. -5040 N.m O c. 12979.98 N.m O d. 18840 N.mA number of weights are placed on The Slab, Replace The farallel force system acting on the slab by a resultant force equivalent and specify it's point of application on the Slab 2 kalb B 4216 71b 5++ 1015 541 Y write The find answer in the value for The x-component of the location on the slab,QI5: Delermhe The resultant o. The forces shoan in figure () 4 KN 6.A 48KN CAKN 2 KN 54 KN Fy-(15)
- H.W. Determine the resultant and angle for the figure below: F1-400N 30 60 F3=200N F2=300NA flag pole has a staked line to keep it from tipping over. The height of the flagpole is 17 ft. The cable can hold a maximum tension of 1500 lb. Determine the moment created at the support Q by the tension in cable. Enter your answer in Cartesian components with units of kip-ft (1 kip = 1000 lb). Round to 3 significant digits. top T a y Values for dimensions on the figure are given in the table below. R. Variable Value a 13 ft b 18 ft M i + а. A = (| k) kip-ftThree forces act on a hook. Determine the magnitude of the resultant of the force. Neglect hook bending. F2 - 1500 N - 1000 N 20 30 16 F3 - 750 N Select one: O a. 1250 N Ob. 1510 N C. 1140 N d. 989 N
- Express the 40 lb force in the rope from point A to point C in cartesian format. Point C is in the x-y plane and at an angle of 20 degrees from the y axis as shown. 4 ft 20 lb A B 3 ft X 40 lb Z 2 ft 1.5 ft 4.87i+27.6j - 28.5k lb -4.87i+27.6j + 28.5k lb -4.87i+27.6j - 28.5k lb 4.87i+22.8j - 32.5k lb 2 ft 20 y CIn your response, please display the full computation and all FBDs that were used. Only round off at the final answer with 4 decimal places. P=2kN, F=3kN, and moment M=0.5kN-m are acting on the structure in the illustration. A pin at Z and a cable RQ connected by a connecting pin R support it. Im ● F ● P S TO M Im R lu W OZ a' 0.8m 3m If the pin support Z's factor of safety against shear stress is 3, determine whether a single or double shear should be provided for an economical and safe design. 4 m The mas allowable shear stress in the pin is 50MPa. Consider the following specifications. Single shear design: 25mm pin diameter Double shear design: 17mm pin diameterIn (Figure 1), F1 = 80 lb and F₂ = 30 lb. Figure M₁ = 5. ft Submit 30 0 4 ft 45 4 6 ft 120 Determine the resultant moment of the two forces about the a axis Express the result as a Cartesian vector Enter the components of the moment separated by commas. Express your answer in pound-feet to three significant figures. AEO I vec ^ d Previous Answers Request Answer 60 ‹ X Incorrect; Try Again; 5 attempts remaining 1 of 1 C EMC ? ilb-ft j lb-ft, k lb-ft