HomeMy WebLinkAbout32857-ZBeam: M9
Shape: 6X8
Material: hem
Length: 5.993 ft
I Joint: N7L
J Joint: N7R
LC 1: sol
Code Check: 0.823 (shear)
Report Based On 96 Sections
Max: -2.137 at 0 ft
A
Min: -3.495 at 1.766 ft
Max: 1.811 at 0 ft
k
Max: -.052 at 0 ft
fa ksi
Min: -.085 at 1.766 ft
V
k
Max: .445 at 2.902 ft
Min: -1.806 at 5.993 ft
Max: 1.632 at 0 ft
fc ksi
Min: .008 at 5.11 ft
M
Min: -1.914 at 2.902 ft
Max: -.008 at 6.11 ft Max: -.12 at 0 ft
ft ksi D
k-ft
Min: -.445 at 2.902 ft
Min: -.17 at 2.965 ft
NDS (1991) Code Check
Max Bending Check 0.545
Location 2.902 ft
Equation 3.9-1
Max Shear Check 0.823
Location 0 ft
Max Defl Ratio L/1443
Beam: M12
Shape: 6X10
Material: hem
Length: 8.641 ft
I Joint: N3L
J Joint: N9
LC t: sol
Code Check: 0.689 (shear)
Report Based On 96 Sections
Max: .081 at 5.094 ft
fa
Min: .004 at .637 ft
Max: .506 at 5.094 ft
fc
Min: .002 at 1.455 ft
Max: -.002 at '1.455 ft
ff
MIn: %506 at 5.094 ff
Max: 4.233 at $.094 ft
A
Min: .207 at .637 ft
Max: 1,597 at 0 ff
V=
ksi
MIn: .1.92 at 8.641 ft
Max: 1.638 at 8.641 ft
M
ksi
ksi
Min: -3,488 at 5,094 ft
k
k
k-ft
Max: .027 at 0 ft
MIn: -.123 at 6.822 ft
NDS (1991) Code Check
Max Bending Check 0.470
Location 8,094 ft
Equation 3.9-3
Max Shear Check 0.689
Location 8,641 ft
Max Deft Ratio L/'1963
Beam: M1
Shape: 8X8
Material: hem
Length: 8 ft
I Joint:
J Joint: N3L
LC 1: sol
Code Check: 0.570 (bending)
Report Based On 96 Sections
Max: .071 at 0 fl
fa
MIn: .034 at 8 ft
Max: .571 at 5.137 ft
fc
ft
Min: -.571 at 5.137
ksi
ksi
ksi
Max: 3.993 at 0 ft
A k
Min: 1.902 at 8 ft
,lax: .71 at 5.221 ff
MIn: -.652 at 0 ft
Max: 3.348 at 5.137 ff
M k-ff
Max: .122 at 4.716 ff
D~in
NDS ('199'1) Code Check
Max Bending Check 0.570
Location 5.137 ff
Equation 3.9-3
Max Shear Check 0.237
Location 5.221 ft
Max Dell Ratio L/1061
~J. Dziato & Company Inc.
i Fred Dzialo
?
Sept 20, 2006 at 3:33 PM
pauls frame,r2d
, Frederick J. Dzialo & Company Inc.
Fred Dzialo
LSept 20, 2006 at 3:32 PM
I pauls frame.r2d
~8x8 POST
TYPICAL
pOST
PICAL
HEMLOCK POST PLAN
SCALE: 1/4" = 1'-0"
Bo~ oF ~
TA~( IVlAp '-/- .~,- -/0
FERMn'#,
6x10 RAFTER~
8x8 PLATE~
BRACE
HEMLOCK CENTER BENT SECTION
SCALE: 1/4" = 1'-0"
6:<1
xSx60"
BRACE
HEMLOCK END BEINTS SECTION
SCALE: 1/4" = 1'-0"
DATE: 11/21/05
DRAWN: DMS
SCALE:I/4"=I~-0
TIMBER FRAME
SECTIQNS