lom * Jom Te Ta & 53-13 53-13 12.5m 36-87° 36.87° R 150 KN 12-5m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Given - Length of Cable PQ -25m
Horizental distonce between Pa=20 m
N Jom - Jo m
Te
Ta 8
53-13
53-13
36.8
12.5m
36-870
150KN
Zet tension in cable PR and a R be Tp and l8
mespectivily
Now in A P&R,
Ps
E RQ - 12'5 m'
ニ
PR =
L PRS = ESR = sint( ) =53.13°
12.5
VSing lami's, theomem ,-
Tp
Sin (90+36.87)
150
Si'n(53.13+53.13
Sin(go+36'87)
150 xsin(90+36-87)
Sin (53-13 + 5313).
Tp
- 124.98 KN
Now we gst, the tension m the cable due to the
applied load is > 125 KN
い
oitan of 2
12:5m
Transcribed Image Text:Given - Length of Cable PQ -25m Horizental distonce between Pa=20 m N Jom - Jo m Te Ta 8 53-13 53-13 36.8 12.5m 36-870 150KN Zet tension in cable PR and a R be Tp and l8 mespectivily Now in A P&R, Ps E RQ - 12'5 m' ニ PR = L PRS = ESR = sint( ) =53.13° 12.5 VSing lami's, theomem ,- Tp Sin (90+36.87) 150 Si'n(53.13+53.13 Sin(go+36'87) 150 xsin(90+36-87) Sin (53-13 + 5313). Tp - 124.98 KN Now we gst, the tension m the cable due to the applied load is > 125 KN い oitan of 2 12:5m
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