A load P = 12.0 kN is applied to the clamp shown in Fig. P9.14. Deter- mine the circumferential stresses at points B and C, assuming that the curved beam formula is valid at that section. EV 26 mm Figure P9.14 -76 mm- 12 mm 68 mm- 73 mm 36 mm- 36 mm 22 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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9.14. A load P = 12.0 kN is applied to the clamp shown in Fig. P9.14. Deter-
mine the circumferential stresses at points B and C, assuming that the
curved beam formula is valid at that section.
↓
26 mm
Figure P9.14
-76 mm-
12 mm
68 mm -
73 mm
36 mm-
B
36 mm
22 mm
Transcribed Image Text:9.14. A load P = 12.0 kN is applied to the clamp shown in Fig. P9.14. Deter- mine the circumferential stresses at points B and C, assuming that the curved beam formula is valid at that section. ↓ 26 mm Figure P9.14 -76 mm- 12 mm 68 mm - 73 mm 36 mm- B 36 mm 22 mm
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