Microsoft Edge File Edit View Window Assignment 5-Video Tutorial-Part X Homework 4 ☑ Topic: Use same Conceptboard for X ARCH 301 F2024 P3 PH1-1-2-3 ×+ https://wsu.instructure.com/courses/1734735/assignments/9728049 ΑΠ ← C Gmail YouTube Maps HW 4 - Due 2024.10.14.pdf ULLM-1-LEC Assignments Homework 4 2 30 OCT 14 ARCH 351 Homework 4 Assigned 10/7/24 Professor Porter Due 10/14/24 2) A barn structure is subjected to wind velocities with the equivalent of 20 psf pressure on the vertical projection (including the roof). Analyze the diaphragm and shearwall forces assuming the wind is hitting the long dimension of the barn. Use exploded-view FBDs in tracing the loads. Determine the shear reaction and hold-down forces at the base of the walls. Note: The dead load of the walls may be used in helping to stabilize against rotation due to overturning moments. WIND 20PSF (ON ENTIRE VERTICAL SURFACE) BARN ROOF -DL=10PSF. FLOOR-PL=10PsF WALL-PL=10PSF. S

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Microsoft Edge
File Edit View Window
Assignment 5-Video Tutorial-Part X
Homework 4
☑
Topic: Use same Conceptboard for X
ARCH 301 F2024 P3 PH1-1-2-3 ×+
https://wsu.instructure.com/courses/1734735/assignments/9728049
ΑΠ
←
C
Gmail
YouTube
Maps
HW 4 - Due 2024.10.14.pdf
ULLM-1-LEC Assignments Homework 4
2
30
OCT
14
ARCH 351
Homework 4
Assigned 10/7/24
Professor Porter
Due 10/14/24
2) A barn structure is subjected to wind velocities with the equivalent of 20 psf
pressure on the vertical projection (including the roof).
Analyze the diaphragm and shearwall forces
assuming the wind is hitting the long
dimension of the barn. Use exploded-view
FBDs in tracing the loads. Determine the
shear reaction and hold-down forces at the
base of the walls.
Note: The dead load of the walls may be
used in helping to stabilize against rotation
due to overturning moments.
WIND
20PSF
(ON ENTIRE
VERTICAL
SURFACE)
BARN
ROOF -DL=10PSF.
FLOOR-PL=10PsF
WALL-PL=10PSF.
S
<tv
OPEN
OPEN
101
101
101
END ELEVATION
-PLYWOOD SHEATHING
WOOD WALL FRAMING
ANCHOR BOLTS
CONCRETE SLAB/FOOTING
-9
DETAIL @WALL/
FOUNDATION
Page<
of 2
A
A
zoom
CAD
11
✓Download
Mon Oct 14 12:23 AM
☑
Other favorites
Infommersi× Close
ZOOM
Activate Windows
Go to Settings to activate Windows.
Transcribed Image Text:Microsoft Edge File Edit View Window Assignment 5-Video Tutorial-Part X Homework 4 ☑ Topic: Use same Conceptboard for X ARCH 301 F2024 P3 PH1-1-2-3 ×+ https://wsu.instructure.com/courses/1734735/assignments/9728049 ΑΠ ← C Gmail YouTube Maps HW 4 - Due 2024.10.14.pdf ULLM-1-LEC Assignments Homework 4 2 30 OCT 14 ARCH 351 Homework 4 Assigned 10/7/24 Professor Porter Due 10/14/24 2) A barn structure is subjected to wind velocities with the equivalent of 20 psf pressure on the vertical projection (including the roof). Analyze the diaphragm and shearwall forces assuming the wind is hitting the long dimension of the barn. Use exploded-view FBDs in tracing the loads. Determine the shear reaction and hold-down forces at the base of the walls. Note: The dead load of the walls may be used in helping to stabilize against rotation due to overturning moments. WIND 20PSF (ON ENTIRE VERTICAL SURFACE) BARN ROOF -DL=10PSF. FLOOR-PL=10PsF WALL-PL=10PSF. S <tv OPEN OPEN 101 101 101 END ELEVATION -PLYWOOD SHEATHING WOOD WALL FRAMING ANCHOR BOLTS CONCRETE SLAB/FOOTING -9 DETAIL @WALL/ FOUNDATION Page< of 2 A A zoom CAD 11 ✓Download Mon Oct 14 12:23 AM ☑ Other favorites Infommersi× Close ZOOM Activate Windows Go to Settings to activate Windows.
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