Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Compute the support reactions and the maximum
tension in the cable in Figure P6.13. The sag at midspan
is 12 ft. Each hanger can be assumed to provide a simple
support for the suspended beam. Determine the sag at
points B and D.
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- Q3. A beam is supported by a pin support and a cable. The cable runs continuously through a pulley. Determine the manitude of the horizontal and vertical reactions at the pin support and the magnitude of the tension force in the cable. ///// \\ \ \ \\ 3 m 20° 20° 3 m 3 m 250 Narrow_forwardPROBLEM 1: The 1500-kg beam ABC has fixed support at A and connected to beam BD by hinge at B. Beam BD has a mass of 2000 kg and supported by a cable at D. The cable is attached to the 20-cm-diameter pulley at E and pulled vertically at the other end, by tension T. Given: a = 1.5 m; b = 0.9 m; c = 1.8 m d = 0.6 m; e = 1.4 m; θ = 75°. 1. Calculate the required tension to maintain in equilibrium. (ANSWER: 12.830KN) 2. Calculate the moment reaction at A (ANSWER: 28.499) and the total reaction at A. (ANSWER: 22.192). 3. Calculate the vertical reaction at E. (ANSWER: 25.223)arrow_forwardFour standard concrete cylinders of 6-inchdiameter cross section were tested underuniformly increasing axial compressive loads 28days after casting concrete. The maximummeasured loads were 121,000 lbs, 116,700 lbs,128,800 lbs, and 119,100 lbs. What is the averagecompressive strength of this concrete in ksi?arrow_forward
- Q.1 The rigid beam is supported a pin connection at A and a cable BD at point the. Diameter of pin 3x at A is 20mm and Diameter of cable BD is 30mm. D P 15 (kN) x-2.7(m) 4х 4x Calculate the followings a) Support reactions at A and the axial force in Cable BD. b) Find the axial stress in cable BD and shear stress at pin A in the case of Double shear at A. c) Calculate the deformation and final length of BD if the modulus of elasticity E=200GPA d) Calculate the change in diameter of BD if the Poisson ratio v-0.3. |arrow_forwardThe 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.arrow_forward
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