The uniformly distributed live load on the floor plan in Figure P2.4 is 60 l b /

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The uniformly distributed live load on the floor plan in Figure P2.4 is $60 l b / {f t}^{2}$ . Establish the loading for members

(a) floor beam B1,

(b) floor beam B2,

(c) girder $G 1$ ,

$(d)$ girder G2. Consider the live load reduction if permitted by the ASCE standard.

Figure P2.4

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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 l b /

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

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a A 840 320 ft K 2 AK 640 400 2 60 025 640 15 L b A c A d A w 8506 4048 lbft 040 kipsft W 667 20 6...View the full answer

Fundamentals Of Structural Analysis

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