Bending Moment BM BM BM = = = Force x Distance (F x D) _______lb x_______inches _______inch lbs Force in Rebar F F F = = = BM/d ______inch lbs /______inches ______lbs

Required Diameter of Rebar
Cross Section Area of rebar	= = =	force _________ _________	/ shear stress of rods (30,000 lb/sq in) /30,000 (See Table A)
			___________ minimum diameter of rebar ___________ minimum number of rebar (Note:  multiple rebar may be required if cross section area exceeds 0.44 sq in)

Bond Length
BL is calculated		= force in rebar / bond strength per inch in pine (Table C)
	SELECT ONE
BL BL BL	(3/4" rebar) (1/2" rebar) (3/8" rebar)	_______/318 _______/247 _______/212	= = =	_______ _______ _______	inch depth in wood (each end) inch depth in wood (each end) inch depth in wood (each end)

Summary

Calculations _________ _________ _________ _________ _________ Item number of rebar diameter of rebar diameter of hole(s) depth of hole(s) length of rebar Use on job _________ _________ _________ _________ _________

All ConServ Products
[ Consolidant 100 | Patch 200 | Repair 600 | Rebar 800 ]
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