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Eunnort about the weak axis. The following values are to be used: ports a vertical load due the horizontal wall framing. The lateral force causes bending abous

Eunnort about the weak axis. The following values are to be used: ports a vertical load due the horizontal wall framing. The lateral force causes bending abous

Structural Analysis
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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Given: The exterior column in Fig. 7.E is a 6 x 10 Select Structural DF-L. It sup- a. Check the column for combined compression and bending using ASD. strong axis of the member, and wall framing provides continuous lateral ports a vertical load due to a girder reaction and a lateral wind force from 7.28 bending about the the horizontal wall framing. The lateral force causes L= 16 ft D = 5 k S = 15 k CM = 1.0 C, = 1.0 %3D Find: to mulos EST COLUMN Figure 7.E
Transcribed Image Text:Given: The exterior column in Fig. 7.E is a 6 x 10 Select Structural DF-L. It sup- a. Check the column for combined compression and bending using ASD. strong axis of the member, and wall framing provides continuous lateral ports a vertical load due to a girder reaction and a lateral wind force from 7.28 bending about the the horizontal wall framing. The lateral force causes L= 16 ft D = 5 k S = 15 k CM = 1.0 C, = 1.0 %3D Find: to mulos EST COLUMN Figure 7.E
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