Equivalent-Fluid Wt. (Usually 35 lbs./cu.ft.).
Depth of Backfill - Ft. (h)
Height of Column (Wall) - Ft. (H)
Depth of Diaphagm
Min. Distance Between Shear Walls
Enter Axial Load on foundation wall
Stud and bottom plate size (Fc - 378.55 Max per sq. inch)
Stud Spacing
Modulus of Elasticity (M) (#2 = 1,600,000 or #1 = 1,700,000) SYP
Enter Footing plate size for Tension Check
Code

Compession Parallel to Grain. (Studs) Compession Parallel to Grain 1650 SYP #2 2x4 1750 SYP #1 2x6 1600 SYP #2 2x6 1550 SYP #2 2x8 1500 SYP #2 2x10 1450 SYP #2 2x12
Fiber Bending (Studs) Fiber Bending 1720 SYP #2 2x4 1900 SYP #1 2x6 1440 SYP #2 2x6 1380 SYP #2 2x8 1210 SYP #2 2x10 1120 SYP #2 2x12

Stud to Top Plate Nail Size Stud to Top Plate Nail Size 113 lbs. SYP 16d Box 154 lbs. SYP 16d Com.
Top Plate to Top Plate Nails Box 16d Top Plate to Top Plate Nail Size 88 lbs. SPF 16d Box 113 lbs. SYP 16d Box
Top Plate to Top Plate Nails Com. 16d Top Plate to Top Plate Nail Size 120 lbs. SPF 16d Com. 154 lbs. SYP 16d Com.
Top Plate to Top Plate Nails Box 10d Top Plate to Top Plate Nail 10d 79 lbs. SPF 10d Box 101 lbs. SYP 10d Box
Top Plate to Top Plate Nails Com. 10d Top Plate to Top Plate Nail 10d 96 lbs. SPF 10d Com. 128 lbs. SYP 10d Com.
Band to Top Plate Toe Nails O.C. Band to Top Plate Toe Nails O.C. 8" o.c Nail Spacing 12" o.c. Nail Spacing 16" o.c. Nail Spacing 24" o.c. Nail Spacing 36" o.c. Nail Spacing 48" o.c. Nail Spacing
Band to Top Plate Nail Size Band to Top Plate Toe Nail Size 88 lbs. 16d Box SPF Toe Nail 120 lbs. 16d Com. SPF Toe Nail 113 lbs. 16d Box SYP Toe Nail 154 lbs 16d Com. SYP Toe Nail

Plywood Reinforcing Strips for Footing 1. > .000 to < .152, Use 3/8" Plywood 2. > .152 to < .213, Use 15/32" Plywood 3. > .213 to < .379, Use 19/32" Plywood 4. > .379 to < .496, Use 23/32" Plywood 5. > .496, Use Multiple Strips

Answer








Panels Perpendicular to Studs


Panels Parallel to Studs