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

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