Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Determine the total shear and unit shear at the midheight of the shearwall in Fig. 3.12. For simplicity, ignore the reduction in wall dead load due to the opening (conservative). 7' 14 4' * 7' 7' 15' 50' 20¹ 15' ,К RUF 10.3 -WINDOW R₁ = 27.5K WALL MID. HT. Vu STRENGTH UNIT SHEAR AT MID. HT. OF WALL = 1260 LB/FT. END ELEVATION Figure 3.12 Shearwall unit shear. Maximum unit shear occurs at midheight of wall.
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Transcribed Image Text:Determine the total shear and unit shear at the midheight of the shearwall in Fig. 3.12. For simplicity, ignore the reduction in wall dead load due to the opening (conservative). 7' 14 4' * 7' 7' 15' 50' 20¹ 15' ,К RUF 10.3 -WINDOW R₁ = 27.5K WALL MID. HT. Vu STRENGTH UNIT SHEAR AT MID. HT. OF WALL = 1260 LB/FT. END ELEVATION Figure 3.12 Shearwall unit shear. Maximum unit shear occurs at midheight of wall.
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