Example 4.5 4.8 m. The member is to be used in a transmission line tower and is as shown ends are hield in position but not restrained in direction. The overall section of the member is 180 mm x 180 mm. Assume f, = 250 N/mm?. Calculate the safe load over a compression member of unsupported length of Fig. Ex. 4.5. The ISA 110 x 110 x 10 mm 30.8 mm 3) ISA 110 x 110 x 10 mm 30.8 mm 37.8 mm 15 mm ------ a a ISA 130 x 130 x 15 mm -180 mm Fig. Ex. 4.5 180 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Example 4.5
Calculate the safe load over a compression member of unsupported length of
4.8 m. The member is to be used in a transmission line tower and is as shown in Fig. Ex. 4.5, The
ends are held in position but not restrained in direction. The overall section of the member is 180 mm
x 180 mm. Assume f, = 250 N/mm?.
ISA 110 x 110 x 10 mm
30.8 mm
3
ISA 110 x 110 x 10 mm
30.8 mm
37.8
mm
15 mm
a
a
ISA 130 x 130 x 15 mm
-180 mm
Fig. Ex. 4.5
180mm
Transcribed Image Text:Example 4.5 Calculate the safe load over a compression member of unsupported length of 4.8 m. The member is to be used in a transmission line tower and is as shown in Fig. Ex. 4.5, The ends are held in position but not restrained in direction. The overall section of the member is 180 mm x 180 mm. Assume f, = 250 N/mm?. ISA 110 x 110 x 10 mm 30.8 mm 3 ISA 110 x 110 x 10 mm 30.8 mm 37.8 mm 15 mm a a ISA 130 x 130 x 15 mm -180 mm Fig. Ex. 4.5 180mm
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