1] What is the resultant moment of the five forces acting on the rod about point A? a) 85.8 kN.m b)-21.1 kN.m c) - 13.5 kN.m d) 7.9 kN.m e) 24.1 kN.m 1-57.8 kN.m 2] What is the resultant moment of the five forces acting on the rod about point B? a) 188.8 kN.m b) - 153.5 kN.m e) 111.6 kN.m d) - 98.9 kN.m e) 85.4 kN.m 0-244.2 kN.m 3] What is the resultant moment of the five forces acting on the rod about point C? a) 186 kN.m b) - 171 kN.m c) 155 KN.m d) 279 kN.m e) 423 kN.m ) 353 kN.m

1] What is the resultant moment of the five forces acting on the rod about point A? a) 85.8 kN.m b)-21.1 kN.m c) - 13.5 kN.m d) 7.9 kN.m e) 24.1 kN.m 1-57.8 kN.m 2] What is the resultant moment of the five forces acting on the rod about point B? a) 188.8 kN.m b) - 153.5 kN.m e) 111.6 kN.m d) - 98.9 kN.m e) 85.4 kN.m 0-244.2 kN.m 3] What is the resultant moment of the five forces acting on the rod about point C? a) 186 kN.m b) - 171 kN.m c) 155 KN.m d) 279 kN.m e) 423 kN.m ) 353 kN.m

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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Use the figure at right for both problems 4. The magnitude of aa1, the angle F1 makes with the x-axis, is nearest a) 35⁰ b) 50° c) 71° d) 66° F₂ = 550N 120° 45° 45° 40 F₁ = 750N e) None of the above 5. The x-component of the F2 force can be expressed mathematically as a) 750 cos 50° sin 40° b) 550 sin 45° cos 45° c) -550 cos 45° sin 45° d) 310 N e) 2.75 kN
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In which direction is the resultant force acting on the body P in the horizontal plane divided into unit squares under the effect of the forces in the figure? A) 1 unit in the -y direction +y B) 2 units in the -x direction C) 1 unit in + x direction 10 - F D) 2 units in the -y direction -y E) 1 unit in the + y direction
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1. The given force F = 9 kN is to be resolved into its components along axis OA and OB. What is the magnitude of the component along OA? 50⁰ F = 9 kN C) 8.29 KN D) 9 KN UUUUUU O O... A) 6.99 KN B) 7.34 KN ....... 60°
1 I. A:rO Mechanics / Morning مطلوب Untitled Section F1 10 N F2 26 AN A B 4m 4= 44 KN - 45 FSAN 1] What is the resultant moment of the five forces acting on the rod about poiat A? a) 77.5 kN.m b) 108.I kN.m e) 59.S kN d) 153.1 kN.m ) 23.1 kN. 2] What is the resultant moment of the five forces acting on the rod about poiat C? a) 44.5 KN. b) 187.1 EN. d) 1534 kN. ) 99.1 KN.m ) 59SN. Đ 56.4 kN.m 31 What is the moment of the force F1 about poiat E? a) - 14.6 kN.m b)- 106.1 kN.m e)- 4s.S EN.m d) - 215.8 kN.m e) - 99,7 EN.m 0- ISS.I EN.m 4] What is the moment of the force F2 about point D? a) 19.5 KN.m . h) 122.1 AN. e) 88 S KN.m d) 147.1 kN.m ) 58.I kN. m f) 1354 kN.m 5j What is the moment of the force FS about poiat A? a) I1SEN. b) 5.7 kN.m e) 44S kN.m d) 19.1 kN.m ) 69.4 kN. 14 N.m * ;The answer is [1 a b d. II >
8 - Obtain the center of gravity of the surface area of the plane plate of constant thickness in the given set (x,y). Dimensions where a = 12 m, b = 23 m and r = 3 m, the center of the circle is at the point (2a, 1/2 b). Which of the following is the correct coordinate of the center of gravity of the plate on the y-axis?A) 13.34B) 19.94C) 17.14D) 19.05E) 10.87
11 - A) 15.6 kN B) 10 kNC) 20 kND) 17.8 kN E) 12.5 kN
Fl-5 KN F2 = 13 kN P- 60 F3 = 4 kN A 2 m F4 = 22 kN E a= 30 FS = 4 kN 1] What is the resultant moment of the five forces acting on the rod about point A? a) 11.1 kN.m b) 9.3 kN.m c) 16.2 kN.m ) 2.9 kN.m d) 18.5 kN.m e) 6.6 kN.m 2] What is the resultant moment of the five forces acting on the rod about point C? a) 65.1 kN.m b) 74.3 kN.m ) 19.2 kN.m d) 26.5 kN.m e) 42.9 kN.m H 55.1 kN.m 3] What is the moment of the force F1 about point E? a) – 19.3 kN.m b) -17.1 kN.m )- 6.3 kN.m d) - 22.1 kN.m e) - 39.7 kN.m )- 45.9 kN.m 4] What is the moment of the force F2 about point D? a) 17.1 kN.m c) 6.2 kN.m d) 14.5 kN.m ) 23.1 kN.m b) 48.3 kN.m e) 42.1 kN.m 5] What is the moment of the force F5 about point A? a) – 19.9 kN.m b) -18.1 kN.m e) - 8.3 kN.m d) - 15.1 kN.m e) - 2.7 kN.m f) - 6.8 kN.m
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