Problem No. 3: ( The figure shows a plan view of a single-story building supported by a reinforced concrete bearing /shear wall system; the base shear is 25 kips along the N/S direction evenly distributed in the roof area, and the center of the mass is at the geometric center. The center of rigidity is at (30',10) from the lower left corner of the floor plan. Determine one of the following: Wall load at line A assuming rigid diaphragm Wall load at Line A assuming Flexible ents with las diaphragm a 20' 5' 10' 5' 12' 8' Point R4= .65 40° +8+12 ARMEREARNTIEM R=.37 Line R₁ = 1.00 Point B 16' 12' ية RE-.66
Problem No. 3: ( The figure shows a plan view of a single-story building supported by a reinforced concrete bearing /shear wall system; the base shear is 25 kips along the N/S direction evenly distributed in the roof area, and the center of the mass is at the geometric center. The center of rigidity is at (30',10) from the lower left corner of the floor plan. Determine one of the following: Wall load at line A assuming rigid diaphragm Wall load at Line A assuming Flexible ents with las diaphragm a 20' 5' 10' 5' 12' 8' Point R4= .65 40° +8+12 ARMEREARNTIEM R=.37 Line R₁ = 1.00 Point B 16' 12' ية RE-.66
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter16: Lateral Earth Pressure
Section: Chapter Questions
Problem 16.15P
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Question
please solve the problem in the picture make sure you show all of your work, thank you so much for your help!
Transcribed Image Text:Problem No. 3: (
The figure shows a plan view of a single-story
building supported by a reinforced concrete
bearing /shear wall system; the base shear is
25 kips along the N/S direction evenly
distributed in the roof area, and the center of
the mass is at the geometric center.
The center of rigidity is at (30',10) from the
lower left corner of the floor plan. Determine
one of the following:
Wall load at line A assuming rigid diaphragm
Wall load at Line A assuming Flexible
ents with las
diaphragm a
20'
5'
10'
5'
12'
8'
Point
R4= .65
40°
+8+12
ARMEREARNTIEM
R=.37
Line
R₁ = 1.00
Point B
16'
12'
ية
RE-.66
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