P6.11. The cable in Figure P6.11 is capable of carry-ing a tensile load of 180 kips and the pin supports arecapable of providing a horizontal reaction of 150 kips. iDetermine the shape of the cable subjected to the load-ing shown.ItEhBhphcDy20 kips50 kips30 kips50'--20' 30'-50'-P6.11

Take Moment about point A ∑MA=020×20+30×50+50×100=Ey×150Ey=46Kips Apply vertical equilibrium…

P6.11. The cable in Figure P6.11 is capable of carry- ing a tensile load of 180 kips and the pin supports are capable of providing a horizontal reaction of 150 kips. Determine the shape of the cable subjected to the load- ing shown. E hB hp hc Dy 20 kips 30 kips 50 kips 50'- 50' 20- P6.11

P6.11. The cable in Figure P6.11 is capable of carry- ing a tensile load of 180 kips and the pin supports are capable of providing a horizontal reaction of 150 kips. Determine the shape of the cable subjected to the load- ing shown. E hB hp hc Dy 20 kips 30 kips 50 kips 50'- 50' 20- P6.11

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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Question

P6.11. The cable in Figure P6.11 is capable of carry-
ing a tensile load of 180 kips and the pin supports are
capable of providing a horizontal reaction of 150 kips. i
Determine the shape of the cable subjected to the load-
ing shown.
I
t
E
hB
hp
hc
Dy
20 kips
50 kips
30 kips
50'-
-20' 30'-
50'-
P6.11

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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. |