The uniformly distributed live load on the floor plan in Figure P2.4 is (60 mathrm{lb} / mathrm{ft}^{2}).

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The uniformly distributed live load on the floor plan in Figure P2.4 is \(60 \mathrm{lb} / \mathrm{ft}^{2}\). Establish the loading for members ( \(a\) ) floor beam \(\mathrm{B} 3\),

(b) floor beam B4,

(c) girder G3, and girder G4. Consider the live load reduction if permitted by the ASCE standard.

Figure P2.4

(B -6 @ 6.67'-40- I ITAL B4 I G4 B2 G3 O-i- BI 40' I GI C2 G2 C3 B3 20- 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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