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).7'144'*7'7'15'50'20¹15',КRUF 10.3-WINDOWR₁ = 27.5KWALL MID. HT.Vu STRENGTH UNIT SHEARAT MID. HT. OF WALL = 1260 LB/FT.END ELEVATIONFigure 3.12 Shearwall unit shear. Maximum unit shear occurs at midheight of wall.

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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 openin (conservative).

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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Question

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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