3 decimal places the answers Thank you so much hot. The structure is pinned together at points A, B, and C and held in equilibrium by the cable CD.Determine the reaction at A, the internal force in member BC and the tension on cable CD, shown in thefigure below.53°16 ft8,000 lbs304 ft4 ft B12,000 Ibs

Given AC= 16 FT AB= 8 FT 12000 lbs act at 4 m from A 8000 lbs act at C Cable CD is at 53 °…

Answered: ht. The structure is pinned together at…

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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The bar shown is held at rest by two rollers and a cable. Determine the tension in cable NP and theroller reactions at M and O.
The 1.1-m bar is supported by a ball and socket support at A and the two smooth walls. The tension in the vertical cable CD is 1 kN. Determine the total reaction at B.
A pulley-and-cable assembly supports block W and requires a downward force at P for equilibrium. Knowing that the tension of cable FG is 61.2 N, calculate the mass of the block and the magnitude of the downward force P.
Calculate the force in cable CD and the reaction at O. Assume that O, A, and B are ball-and-socket joints, and neglect the weights of the members.
Determine the location of the 40-kN load such that sags at points B and C in Figure P6.14 are 3 m and 2 m, respectively. Determine the maximum tension in the cable and the reactions at supports A and D.
The uniform 19-m pole has a mass of 135 kg and is supported by its smooth ends against the vertical walls and by the tension T in the vertical cable. Compute the magnitudes of the reactions at A and B.
13. A 12-m pole supports a horizontal cable CD and is held by a ball and socket at A and two cables BE and BF as shown in Figure 2. Knowing that the tension in cable CD is 14 KN and assuming that CD is parallel to the x-axis (0), determine the horizontal component of the reaction at A. A. 7.00 kN B. 17.50 kN C. 22.4 kN D. 2.50 kN
The boom supports the two vertical loads. Neglect the size of the collars at D and B and the thickness of the boom, and compute the horizontal and vertical components of force at the pin A and the force in cable CB. SetF1 = 800 N and F2 = 350 N.
The cable shown carries weights (W1 = 16 kN, W2 = 22 kN) at points C and D. Determine the value of the REACTION (kN) at D. Use x1 = 4 m., x2 = 10 m., x3 = 6 m., y = 5 m., θ = 39°.
Determine the reactions at the supports, the magnitude of the cable sag at point B, and the maximum force in the cable in Figure P6.1.
The 6-m pole ABC is acted upon by a 455-N force as shown. The pole is held by a ball-and-socket joint at A and by two cables BD and BE. For a =3 m, determine the tension in each cable and the reaction at A.
The cable in Figure P6.3 supports girder DE uni- formly loaded with 4 kips/ft. The supporting hangers are closely spaced, generating a smooth curved cable. Determine the support reactions at A and C. If the maxi- mum tensile force in the cable cannot exceed 600 kips, determine the sag hB at midspan.

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ht. The structure is pinned together at points A, B, and C and held in equilibrium by the cable CD. Determine the reaction at A, the internal force in member BC and the tension on cable CD, shown in the figure below. 53° 16 ft 8,000 lbs 30 4 ft 4 ft B 12,000 lbs