Engineered UDL + Point Loaded Beams

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Allowed Bending	[[stressBending]]%	[[testD.stress]]	[[stressBendingOk.text ]]
Allowed Shear	[[shear]]%	[[testD.shear]]	[[shearOk.text ]]
LL Deflection	[[liveLoadDeflection]]%	[[testD.live]]	[[liveLoadDeflectionOk.text ]]
TL Deflection	[[totalLoadDeflection]]%	[[testD.total]]	[[totalLoadDeflectionOk.text ]]
P Deflection	[[permanentDeflection]]%	[[testD.perm]]	[[permanentDeflectionOk.text ]]

Condition

Beam Span

Lintel Span

Roof Span

Floor 1 Dimension

Supported Joist Length: [[Math.round(dimA/2*100)/100]]

Allowed Bending	[[stressBending]]%	[[testD.stress]]	[[stressBendingOk.text ]]
Allowed Shear	[[shear]]%	[[testD.shear]]	[[shearOk.text ]]
LL Deflection	[[liveLoadDeflection]]%	[[testD.live]]	[[liveLoadDeflectionOk.text ]]
TL Deflection	[[totalLoadDeflection]]%	[[testD.total]]	[[totalLoadDeflectionOk.text ]]
P Deflection	[[permanentDeflection]]%	[[testD.perm]]	[[permanentDeflectionOk.text ]]

Material Type & Manufacturer

Beam Weight Details

Support

Left Side

Right Side

Allowed Bending	[[stressBending]]%	[[testD.stress]]	[[stressBendingOk.text ]]
Allowed Shear	[[shear]]%	[[testD.shear]]	[[shearOk.text ]]
LL Deflection	[[liveLoadDeflection]]%	[[testD.live]]	[[liveLoadDeflectionOk.text ]]
TL Deflection	[[totalLoadDeflection]]%	[[testD.total]]	[[totalLoadDeflectionOk.text ]]
P Deflection	[[permanentDeflection]]%	[[testD.perm]]	[[permanentDeflectionOk.text ]]

Condition

Uniform Dead Load

Other Dead Load

Uniform Live Load

(Roof Design Snow Load: [[roofpsf]] psf)

Point Load

ADD POINT

Results

Factored Load at Left Beam Support	[[flLBSupport]] Lbs
Factored Load at Right Beam Support	[[flRBSupport]] Lbs
% Stress Allowed in Bending	[[stressBending]]%	[[stressBendingOk.text ]]	MEMBERS ONLY
% Stress Allowed in Shear	[[shear]]%	[[shearOk.text ]]
% Allowed Live Load Deflection	[[liveLoadDeflection]]%	[[liveLoadDeflectionOk.text ]]	MEMBERS ONLY
% Allowed Total Load Deflection	[[totalLoadDeflection]]%	[[totalLoadDeflectionOk.text ]]
% Allowed Permanent Deflection	[[permanentDeflection]]%	[[permanentDeflectionOk.text ]]
Minium Length of Bearing for Beam (Left)	[[minLeft]] in
Minium Length of Bearing for Beam (Right)	[[minRight]] in
Min. Length of Bearing for Support Member (Lt)	[[supportLeft]] in
Min. Length of Bearing for Support Member (Rt)	[[supportRight]] in

Minimum Concrete Pad Footing Size (Part 9 OBC)
[[cPadL]]" x [[cPadL]]" x [[cPadLT]]" Thick - 20 Mpa Concrete (Left Side)
[[cPadR]]" x [[cPadR]]" x [[cPadRT]]" Thick - 20 Mpa Concrete (Right Side)

Design Summary

Load at Left Supports (Lbs)		Load at Right Supports (Lbs)
Dead:	[[Math.ceil(lSupDead)]] Lbs	Dead:	[[Math.ceil(rSupDead)]] Lbs
Live:	[[Math.ceil(lSupLive)]] Lbs	Live:	[[Math.ceil(rSupLive)]] Lbs
Snow:	[[Math.ceil(lSupSnow)]] Lbs	Snow:	[[Math.ceil(rSupSnow)]] Lbs
Factored:	[[Math.ceil(flLBSupport)]] Lbs	Factored:	[[Math.ceil(flRBSupport)]] Lbs
Max Moment Location: [[Math.round(mMaxLoc*100)/100]]' From Left Support

Description:	[[description]] Lbs
Minimum Left Bearing Length:	[[Math.max(minLeft, supportLeft)]]" [[lSupportText]]
Minimum Right Bearing Length:	[[Math.max(minRight, supportRight)]]" [[rSupportText]]
Beam Weight Based on Span:	[[tBeamWeight]] Lbs
Live Load Deflection:	[[ ElLive.toPrecision(2) ]] in