Q1b where the elbow at A forms a right angle (i) Knowing that the tension In cable BC Is TBC = -164.0/ + 379.1/+98.9k N and that the tension in cable BD has the magnitude of 510 N. determine the resultant force R of the tension by the two cables at ring B. (ii) If the ring at B also supports the load of mass m and another tension T3 applied in the z-x plane, determine the tension Tj and the mass m for which ring B is in static equilibrium. Omit the reaction in section AB of the pipe and use TBS=-164.8/ + 379.1/+ 98.9k N and TBD=192.1/+388.4/- 268.9k N.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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b)
Two cables are tied at ring 0 on the bent pipe supported by a hinge at O as shown in Figure
Q1b where the elbow at A forms a right angle
(i) Knowing that the tension In cable BC Is TBC = -164.0/ + 379.1/+98.9k N and that the
tension in cable BD has the magnitude of 510 N. determine the resultant force R of the
tension by the two cables at ring B.
(ii) If the ring at B also supports the load of mass m and another tension T3 applied in the
z-x plane, determine the tension Tj and the mass m for which ring B is in static
equilibrium. Omit the reaction in section AB of the pipe and use TBS=164.8/ + 379.1/+
98.9k N and TBD=192.1/+388.4/- 268.9k N.
c) For the bent pipe in Figure Q1b and without any detailed calculation, evaluate the reaction at the
elbow A.
1.35 m
1.5 m
0.3 m
1.1 m
-0.9 m
1.2m
I
Transcribed Image Text:b) Two cables are tied at ring 0 on the bent pipe supported by a hinge at O as shown in Figure Q1b where the elbow at A forms a right angle (i) Knowing that the tension In cable BC Is TBC = -164.0/ + 379.1/+98.9k N and that the tension in cable BD has the magnitude of 510 N. determine the resultant force R of the tension by the two cables at ring B. (ii) If the ring at B also supports the load of mass m and another tension T3 applied in the z-x plane, determine the tension Tj and the mass m for which ring B is in static equilibrium. Omit the reaction in section AB of the pipe and use TBS=164.8/ + 379.1/+ 98.9k N and TBD=192.1/+388.4/- 268.9k N. c) For the bent pipe in Figure Q1b and without any detailed calculation, evaluate the reaction at the elbow A. 1.35 m 1.5 m 0.3 m 1.1 m -0.9 m 1.2m I
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