1.1107Part DescriptionA.400 lb-ftB.C.C104160 lb-3 ft-A70 lb 34°The structure shown is fixed at A and is in equilibrium.IMAGES NOTES DISCUSS UNITS STATS HELP PREFERENCESB2 ft4 ftWhat is the vertical reaction (lb,+1) at A?What is the horizontal reaction (lb,+→) at A?What is the moment reaction (ft lb,+CCW) at A?AnswerSaveFIT2AUGLStatus# tries: 0 Show Details# tries: 0 Show Details# tries: 0 Show Details

According to the given data A loading beam ABC We need to find Reactions at point A

1. 1107 A. B. 400 lb-ft C. C Si 160 lb -3 ft- A B 70 lb 34° The structure shown is fixed at A and is in equilibrium. IMAGES NOTES DISCUSS UNITS STATS HELP Part Description 2 ft 4 ft What is the vertical reaction (lb, +1) at A? What is the horizontal reaction (lb, +→) at A? What is the moment reaction (ft lb, +CCW) at A? Answer PREFERENCES Save 11 Status # tries: 0 Show D # tries: 0 Show C # tries: 0 Show D

1. 1107 A. B. 400 lb-ft C. C Si 160 lb -3 ft- A B 70 lb 34° The structure shown is fixed at A and is in equilibrium. IMAGES NOTES DISCUSS UNITS STATS HELP Part Description 2 ft 4 ft What is the vertical reaction (lb, +1) at A? What is the horizontal reaction (lb, +→) at A? What is the moment reaction (ft lb, +CCW) at A? Answer PREFERENCES Save 11 Status # tries: 0 Show D # tries: 0 Show C # tries: 0 Show D

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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1. Determine the reaction forces exerted by the wall onto the anchors at B and C in the structure shown below. 50 J40 B. 250 kg [ans.: MB = 0; Bx = - 1.23 kN (left); By = 1.03 kN (up); Mc = 0; Cx = 1.23 kN (right); Cy = 1.47KN %3D %3D (up)]
Please solve both part and correct answer otherwise dislike
Please explain each and everything..
The rod is supported by ball-and-socket joint D and cables AB, AC as shown in (Figure 1). Suppose that F = 450 N and x = 7 m. Determine A) The tension in the cable AB. B) The tension in the cable AC. C) The x, y, and z components of reaction at support D using scalar notation.
In. . |もし国1:rq :D docs.google.com/forms/d/e/1l O Q2/ Knowing that the forces values given as: F1=24 N, F2=30 N, F3=47 N, x1-D0.8, x2=0.3m, H=2.5m. 1)Determine the x components of reactions at fixed support * .point A X1 F3 X2 F1 30 H F2 -51.5 N -50.165 N 51.503 N 49.356 N -54.369 N أخری II
e) A load w= 119kN is lifted by a boom BDC making an angle of 58 degrees from the vertical axis. Neglect te weight of the boom. 1) Determine the angle betweenmember AD and AC 2) Determine the horizontal reaction at B. 3) Determine the tension in cable AD. 5m A C BỊ 119kN Page 3 I 3 Q +
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Use n=14. Please i need a solution can someone solve it. Step by step
60% O UO 9:51 O Asiacell Iı. A docs.google.com Q2/ Knowing that the forces values given as: F1=32 N, F2=45 N, F3=60 N, x1=0.7 m, x2=0.4m, H=1.5m. a)Determine the x components of * .reactions at fixed support point A F3 X2 F1 30 H F2 70.932 N 75.326 N 71.36 N 77.325 N أخری b) Determine the y components of) *.reactions about point A إجابتك c) Determine the total moment) resultant of the forces exerted at point * .A إجابتك
Please i need help use n=14
11. Determine the reactions at supports. P=20 kN 98 kN/m 4m 3. P=15KN m 4 m 3 m 12. Determine the reactions at supports. -12 ft- 1.5 k/ft 6 ft 15 k 18 ft 6 ft 2.5 k/ft 9-15 kN/m
Determine the reactions at A and B. 68 4 kip/t 6 ft- Statics Review Problems A 60 3 kip/f 2 kip/ft Determine Reactions at A 6 kN/m 1.5 m 200 N/m B 1.5 m 12 kN/m 6 kN/m 400 N/m 6KN