Bolt Connections
Considerations
1. number of shear planes
- single
- double
- etc
Multiply value for weakest plane by the number of planes.
2. types of structural members connected
- wood-to-wood
- wood-to-metal
- wood-to-concrete
- wood-to-masonry
Photo Journal of Home Construction - see STRUCTURE categories
Washers
1. loads
- both shear and axial loads
2. locations
- head-to-wood, nut-to-wood
3. shape
- bearing stress < F'c⊥
4. purpose
- protect wood
5. installation
- do not embed washer
- retighten as wood dries
6. quality
- plastic hinges
- predictable Fyb
source
source
A307 bolts
NDS tables based on Fyb = 45 ksi
ASTM A307 Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI Tensile Strength
- grade
- alloys
- hardness
- ultimate tensile strength Fu
- no minimum yield strength Fy
- historically okay
SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners
source
Drilled Holes
proper hole diameter + good alignment = light tapping
- hole 1/32" to 1/16" larger than bolt
- holes too small → splitting
- holes too large → nonuniform bearing
source
source
cut vs tear wood
smooth surface = increased bearing capacity + less deformation
Wood Handbook
- sharp bits
- higher drill speed
- lower feed rate
A307 bolts
full-body vs reduced-shank/body
sourcelink
- body 9% smaller than major-thread diameter
- doubles gap
Bolt Sizes
NDS only has dowel bearing strengths Fe for ≤ 1-in. diameter
small-diameters flexible enough to redistribute stresses and create more uniform loading