а. Zw, L? 3u, 12 32 32 w„L? USE: 8 1 3w„L? 3 Pt of lateral L/4 L/4 L/4 L14 bracing 32 32 12.5M, max C = 2.5M max + 3M + 4MB + 3Mc 12.5 8. C, = 1.14 2.5 8 32 3 + 4 + 3 32 b. Wy L 96 24 w„L? USE: 12 1. 96 12 w„L? L/4 L/4 L/4 L/4 96 96 12 12 Pt of lateral w„L? bracing 24 24 125 (4) C, = 2.38 1 + 4 96 1 + 3 96 2.5 + 3 ||

а. Zw, L? 3u, 12 32 32 w„L? USE: 8 1 3w„L? 3 Pt of lateral L/4 L/4 L/4 L14 bracing 32 32 12.5M, max C = 2.5M max + 3M + 4MB + 3Mc 12.5 8. C, = 1.14 2.5 8 32 3 + 4 + 3 32 b. Wy L 96 24 w„L? USE: 12 1. 96 12 w„L? L/4 L/4 L/4 L/4 96 96 12 12 Pt of lateral w„L? bracing 24 24 125 (4) C, = 2.38 1 + 4 96 1 + 3 96 2.5 + 3 ||

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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