Example 3.3. The joint shown is subjected to the axial member force of 6 kip. Determine the average normal stress acting on sections AB and BC. Assume the member is smooth and is 2 inches thick. 6 kip 2 in. 20° B. 4.5 in.

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Chapter2: Loads On Structures
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Example 3.3. The joint shown is subjected to the axial member force of 6 kip. Determine the average
normal stress acting on sections AB and BC. Assume the member is smooth and is 2 inches thick.
6 kip
60°
2 in.
20°
4.5 in.
Transcribed Image Text:Example 3.3. The joint shown is subjected to the axial member force of 6 kip. Determine the average normal stress acting on sections AB and BC. Assume the member is smooth and is 2 inches thick. 6 kip 60° 2 in. 20° 4.5 in.
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