The building below is a broncaptering building Force W1 W2 W3 W4 W5 W6 W7 Wide 0.30 1.20 2.00 0.20 0.50 0.50 0.50 *304 W6 W7 0.50 Height 2.5 2.5 1.0 0.5 0.5 2.0 0.5 W1 1.20 W2 W3 1.50 Figure 1 Gravity of Front Earth Retaining Wall Density (Y) 920, 0.50 WA 2.20 2.20 2.20 0.73 0.73 1.00 0.73 WS 0.50 W (Ton) 1.650 3.300 4.400 0.036 0.182 1.000 0.182 10.750 1050* Distance (m) 1.85 1.30 1.00 0.57 0.25 2.25 2.25 Vertical Moment (Ton.M) 3.053 4.290 4.400 0.021 0.046 2.250 0.410 14.468 Land Data - Mass of stone volume (yb ) = 2.2 t/m3 - Soil volume weight (y) = 1.62 t/m3 - Wet soil volume (y') = 0.94 t/m3 - Friction Angle in () = 220 - Soil cohesion (c) = 2.6 t/m2 How can we calculate the density and Height?
The building below is a broncaptering building Force W1 W2 W3 W4 W5 W6 W7 Wide 0.30 1.20 2.00 0.20 0.50 0.50 0.50 *304 W6 W7 0.50 Height 2.5 2.5 1.0 0.5 0.5 2.0 0.5 W1 1.20 W2 W3 1.50 Figure 1 Gravity of Front Earth Retaining Wall Density (Y) 920, 0.50 WA 2.20 2.20 2.20 0.73 0.73 1.00 0.73 WS 0.50 W (Ton) 1.650 3.300 4.400 0.036 0.182 1.000 0.182 10.750 1050* Distance (m) 1.85 1.30 1.00 0.57 0.25 2.25 2.25 Vertical Moment (Ton.M) 3.053 4.290 4.400 0.021 0.046 2.250 0.410 14.468 Land Data - Mass of stone volume (yb ) = 2.2 t/m3 - Soil volume weight (y) = 1.62 t/m3 - Wet soil volume (y') = 0.94 t/m3 - Friction Angle in () = 220 - Soil cohesion (c) = 2.6 t/m2 How can we calculate the density and Height?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text:The building below is a broncaptering
building
120
w6 wi
W2
0.50
WA WS
W7
W3
0.50
1.50
0.50
Figure 1 Gravity of Front Earth
Retaining Wall
Vertical
Density
W
Distance
Force
Wide
Height
Moment
(Ton)
(m)
(Ton M)
W1
0.30
2.5
2.20
1.650
1.85
3.053
W2
1.20
2.5
2.20
3.300
1.30
4.290
W3
2.00
1.0
2.20
4.400
1.00
4.400
W4
0.20
0.5
0.73
0.036
0.57
0.021
W5
0.50
0.5
0.73
0.182
0.25
0.046
W6
0.50
2.0
1.00
1.000
2.25
2.250
W7
0.50
0.5
0.73
0.182
2.25
0.410
10.750
14.468
Land Data
- Mass of stone volume (yb ) = 2.2 t/m3
- Soil volume weight (y) = 1.62 t/m3
- Wet soil volume (y') = 0.94 t/m3
- Friction Angle in () = 22°
- Soil cohesion (c) = 2.6 t/m2
How can we calculate the density and
Height ?
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