The building section associated with the floor plan in Figure P2.4 is shown in Figure P2.8. Assume

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The building section associated with the floor plan in Figure P2.4 is shown in Figure P2.8. Assume a live load of \(60 \mathrm{lb} / \mathrm{ft}^{2}\) on all three floors. Calculate the axial forces produced by the live load in column \(\mathrm{C} 2\) in the third and first stories. Consider any live load reduction if permitted by the ASCE standard.

C3 L -20 Building Section -40'- CI -3 @ 12' 36'-

Figure P2.4

A (B) B2 2_6@6.6 -6 @ 6.67' 40- I- G3 -i B4 G4 BI 40' I I GI C2 G2 C3 B3 20 I C4 2@ 10' 20" 5 @ 8' = 40' CI

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Fundamentals Of Structural Analysis

ISBN: 9780073398006

5th Edition

Authors: Kenneth Leet, Chia-Ming Uang, Joel Lanning

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