Note: Edge Spacing Minimum is 1 inch in any direction

Hole Diameter dh		Minimum Spacing	{{spacing()}} in
Edge distance le		Computed Hole Diameter hc	{{hc()}} in
Plate Thickness t		Computed Distance 2 Edge le	{{lc()}} in

Edge Connection Strength:

Ultimate Strength Fu		Nominal Strength kips	{{Rn()}} kips/bolt
Upper Strength Limit	{{Run()}}	Nominal Strength Check	{{nsc()}} kips/bolt

Between Bolts Connection Strength:

Bolt Spacing s		Computed Distance between bolts	{{lcb()}} in
Nominal Strength Rn	{{Rnm()}} kips/bolt	Upper Limit Strength	{{Runm()}} kips/bolt

Nominal Strength Check

{{upcm()}}

Bearing Strength for Tension Member Rn	{{bcRn()}}
Design Strength φRn	{{fiRn()}}

Bolts Nominal Shear Strength R_n

A307 Fnv= 27

A325 threads in plane Fnv= 54

A325 threads out of plane Fnv= 68

Bolt Diameter d		Area of Bolt	{{Ab()}} in2
Nominal Shear Strength Fnv		Nominal Strength Rn	{{Rnb()}} kips
# of Bolts Horizontally		Design Strength φRn	{{fiRnb()}} kips

Tension Strength Nominal Area P_n

Depth of Section		Effective Area Ae	{{Ae()}} in2
# bolts vertically		Nominal Strength	{{Pn()}} kips
Steel Yield Strength Fy		Gross Strength	{{Png()}} kips

Block Shear Strength

# of bolts Horizontally
Vertical Bolt Spacing
Gross Shear Area Agv	{{Agv()}} in2
Net Shear Area Anv	{{Anv()}} in2
Net Tension Area Ant	{{Ant()}} in2
Block Shear Strength Rn	{{Rnbs()}} kips
Block Shear Strength Upper Limit	{{Rnbsu()}} kips
Design Block Shear Strength φRn	{{fiRnbsu()}} kips

The smallest strength value rules the design