isThe left support of the cable shown in Fig.located 40 ft below the right support. The cable is horizontalat the left support. If the maximum tension in the cable re-sulting from a uniformly distributed load w along the hor-izontal is 400 kip, determineThe magnitude of the distributed load w.40 n400 ft

Answered: Image /qna-images/answer/8fb1823a-4503-4051-b808-14dade8f4be9.jpg

Answered: is The left support of the cable shown…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A cable with a span of 300 m. carries concentrated loads spaced horizontal intervals of 60 m. The magnitudes of these loads from left to right in kN are 400, 200, 800, and 1,200. The right end of the cable is 30 m higher than the left end. The maximum distance, measured vertically from the cable chord, is 15 m. neglect the weight of the cable, find the maximum moment, maximum horizontal force FH, y1, Y2, Y3, and y4. RB 4 RA 93. 30m H A 92 1200 800 200 400
1. The transmission tower OA is being hoisted into position by the cables AB and AC. The resultant of the cable tensions P and Q, along with the 2400-lb weight of the tower, is a force R acting at point O. Determine P, Q, and R.\ 2.
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Cable AB passes over the small ideal pulley C without a change in its tension. What length of cable CD is required for static equilibrium in the position shown? What is the tension Tin cable CD? T 41° 1.7' Answers: LCD- i TCD= i B 49 lb ft lb
No. 1 1.12 m 0.96 m 0.98 14 1.28 m 1.20 m steel rod is bent into a semicircular ring of radius 0.96 m and is supported in part by cables BD and BE which are attached to the ring at B. Knowing that the tension in cable BE is 250 N, determine the components of this force exerted by the cable on the support at E.
In Prob. 3.59, determine the perpendicular distance between cable AE and the line joining points D and B.(Reference to Problem 3.59):The triangular plate ABC is supported by ball-and-socket joints at B and D and is held in the position shown by cables AE and CF . If the force exerted by cable AE at A is 55 N, determine the moment of that force about the line joining points D and B.
Cable AB passes over the small ideal pulley C without a change in its tension. What length of cable CD is required for static equilibrium in the position shown? What is the tension T in cable CD? T 3.3' Answers: LCD = TCD= i A 46° B 46 lb ft. lb D
B- In Fig.B , A load Q is applied to pulley C, which can roll on cable ACB. The pulley is held in the position shown by a second cable CAD, which passes over pulley A and supports a load P. Knowing that P = 750 N, determine (a) the tension in cable ACB. C- In Fig.C, Determine the components of reaction at B. 1 m 3 m 20 N.m A B 1m В 25° D *55 16 kN 12 kN 10 kN VP 6 m VQ Fig. B Fig.A 800 N m B 600 N 1.5 m 1.5 m 2 m 2 m 45% Fig. C
A uniform pipe cover of radius r 240 mm and mass 30 kg is held in a hor- izontal position by the cable CD. Assuming that the bearing at B does not exert any axial thrust, determine the tension in the cable and the reactions at A and B. 160 mm 240 mm 240 mm 240 mm B r=240 mm D
4) The beam AB is intended to support two vertical loads F1 and F2. If the cable CB can sustain a maximum load of 1500 N before it fails, determine the critical loads if F, = 2F2. Also, determine the magnitude of maximum reaction at pin A. 1m 1,5 m 30°
Problem 4. Detemine the force in AC and AB of the space truss, and state whether they ae in tension or compression. 2 m 2 m 2 m 3 kN 5 kN 2 m Problem 5. The cable supports the loading shown. Detemine the magnitude of the vertical foIte P so that ye = 6 ft. 8ft 5 f- D. 3 ft Ус 3k Problem 6. The cable AB is subjected to a unifomloading of 300 lb/ft. If the weight of the cable is neglected and the slope angles at points A and B are 30° and 45°, respectively, detemine the curve that defines the cable shape and the maximumtension developed inthe cable. B 45° 30° 300 lb/ft 20 ft

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