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Wood design and engineering

NFExp
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  • Question
Type III - FRT Glulams bearing on exterior wall
Replies
1
Views
145
Triangled
Triangled
RESENG2
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Top Plate End Joints
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15
Views
304
KootK
KootK
jtwright4216
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High Heel Trusses
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9
Views
526
KootK
KootK
PSUengineer1
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wood grade stamp 1
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2
Views
51
PSUengineer1
PSUengineer1
focuseng
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FTAO wood shear wall -multiple openings question
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5
Views
89
focuseng
focuseng
Nuhu314
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For lateral loads, Does being pinne
Replies
5
Views
46
Tmoose
Tmoose
RM87
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Wood Shearwall Concept
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2
Views
64
KootK
KootK
DetroitJon
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Analysis of sloped, irregular, wooden diaphragms
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9
Views
235
Sawbux
Sawbux
ncendrella
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Wood Structural Analyses
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4
Views
92
berkshire
berkshire
mn4st
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Deflection calculation of D Fir-L Decking for specified concentrated load 1
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2
Views
85
mn4st
mn4st
Nuhu314
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Beam column connection in glulam members
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12
Views
212
Nuhu314
Nuhu314
TehMightyEngineer
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  • Question
SDPWS Diaphragm Aspect Limits for Partially Blocked Diaphragms 1
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14
Views
351
msquared48
msquared48
Jeepitou
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Wood cracking in a recent structure
2 3
Replies
40
Views
456
HouseBoy
HouseBoy
smntnz
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MOR
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4
Views
67
smntnz
smntnz
jtwright4216
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4'-0" Allowable Shearwall Offset? Not Allowed Anymore? 1
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16
Views
528
jtwright4216
jtwright4216
bsrd
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Combined floor joist and decking
Replies
4
Views
28
dhengr
dhengr
jimbo105
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Reference Design Values for Southern Pine Heavy Timber Beams Thicker than 4"
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6
Views
154
jimbo105
jimbo105
grogannc
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Bolting through Masonry Veneer
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10
Views
330
grogannc
grogannc
m1208
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  • Question
Nail end edge/end distance for end of beam connection
Replies
10
Views
283
chicopee
chicopee
HouseBoy
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  • Question
Looking for strategies to make a wood floor behave like a rigid diaphragm (as much as practical) 1
Replies
3
Views
56
molibden
molibden
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