Compare the axial compression capacity of a nominal 4x4 and nominal 6x6 post being used for an interior column (only carrying gravity loads - dead load (DL) + floor live load (LL)). Both members are No. 2 Southern Pine and have a length of 10 feet. Both ends are assumed to be pinned (K₂=1.0 - NDS 3.7.1.2). Assume all members are loaded concentrically. 10'

Structural Analysis
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Chapter2: Loads On Structures
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Compare the axial compression capacity of a nominal 4x4 and nominal 6x6 post being used for
an interior column (only carrying gravity loads - dead load (DL) + floor live load (LL)). Both
members are No. 2 Southern Pine and have a length of 10 feet. Both ends are assumed to be
pinned (K₂=1.0 - NDS 3.7.1.2). Assume all members are loaded concentrically.
10'
Transcribed Image Text:Compare the axial compression capacity of a nominal 4x4 and nominal 6x6 post being used for an interior column (only carrying gravity loads - dead load (DL) + floor live load (LL)). Both members are No. 2 Southern Pine and have a length of 10 feet. Both ends are assumed to be pinned (K₂=1.0 - NDS 3.7.1.2). Assume all members are loaded concentrically. 10'
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