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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Question Posted: Jan 25, 2024 02:01 AM

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

Question:

(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

Step by Step Answer:

a A 1020 200 ft K 2 AK 400 400 15 60 psf L60 025 400 w1060 600 lbft 060 kipsft b A 66720 1334 ft K...View the full answer

Fundamentals Of Structural Analysis

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