HomeMy WebLinkAboutBeam Calcs. - 01/02/1997 ., 4 ps - 1100 - q
JAN 297 9:49 FR %t HOMES 715 359 2867 10 14144265860 V.01/04
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FAX COVER SHEET
STERLING
Adilrest: Corporate Office
U.S. liWY 51 bath
PO ha 1967
Warily, WI 54402-1967
Building Systems
Tel: 715-359-7101
800-735-1812
To: ,6,/ . 46,5,7x/v- Fut: 715-359-2867
Company: _
L — I 4 als 411.
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Number of pages (Including cover): oe
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JAN 2'97 9:50 FR WAUSAl1 HOMES
715 359 2867 TO 14144265860 P.02/04 •
• * SEAM AND HEADER DeSIGN * *
DATE. :14 - 29 - 9 5
JOB NO. OR SALES ORDER NO. :19184 DATE
: 10-
MODEL NAME OR NO.
SPAN TYPE:
BEAM OR HEADER TYPE
SIMPLE SPAN BEAM /HEADER
BEAM OVER FAMILY R00:'(
ENGINEERING DATA WOOD MEMBER - - _ •• _ _ _ _ _ _
SPECIE AND GRADE ------ DOUG -FIR. 2.0E, LVL
FE (BENDING) ---------- 2800 PSI(REPETITIVE
FV (SHEAR) ------ - - -• -- 285 PSI
E (MOE) - 2000000 PSI •
DEFLECTION RATIO L / 360
SPAN__.. °- 205 :NCHES
BEAM SIZE - -- ( 3 ) 3/4 X 14. LVL
LOAD SUMMARY:
•
W1 - 484 PLF (:,.I .) & 245 PLF (D.L.)
.L.)
W2 = 0 PLF (L.L.) & 0 0 PL F (D.L.)
P = 0 LBS (L.L.)
SPAN SUMMARY:
A = 0 IN
g = 0 IN
C = 0 IN
D = 0 IN
L = 205 IN
* ** R E S U L T S * **
SHEAR ANALYSIS (L.L. + D.L.):
Maximum Shear Value 5376.38 LBS
Required Area - - -- 28.3 IN -2
Available Area' -- -- 73.5 IN-2
(SHEAR OK)
BENDING ANALYSIS (L.L. +•D.L .,):
•
Maximum Bending Moment 319127.3 IN - LES
Required Section Modulus 113.97 IN -3
Available Section Mda•alus- 171.6 IN -3
(BENDING OK)
DEFLECTION ANALYSIS (L.L. ONLY):
Calculated Deflection .386 IN
Allowable Deflection ~_ - .569 IN
Available Moment of Inertia - - - - -- 1200.6 TN-4
• (DEFLECTION OK)
•
JAN 2'97 9:51 FR 11•AUSAU HOMES 715 359 2867 TO 14144265860 P.03/04
** BEAM AND HEADER DESIGN *"
:10
10 -
JOB NO. OR SALES ORDER NO. :19:54 DATE : DY : -?\
MODEL NAME OR NO.
BEAM OR HEADER TYPE: SPAN TYPE:
BEAM OVER KITCHEN SIMPLE SPAN BEAM /HEADER
ENGINEERING DATA WOOD MEMBER 2.0E, LVL
SPECIE AND GRADE ----- 280 ^pS�(REI�ETITIVE)
FB ( BENDING)
PV (SHEAR) 2B5 PSI
E (MOE) - -- 2000000 PSI
DEFLECTION RATIO - - -- L / 360
SPAN - --- - -, - -- 140.5 INCHES
BEAM SIZE . -- --- - - -- ( 3 ) 1. 3/4 X 9 1/4, LVL
LOAD SUMMARY:
W1 = 497 PLF (L,L.) & 124 PLF (D.L.)
W2 = 0 PLF (L,L.) & 0 PLF (D.L.)
P = 0 LBS (L.L..) & 0 LBS (D.L.)
SPAN SUMMARY:
A = 0 IN
B = 0 IN
C 0 IN
D - 0 IN
L = 140.5 IN
** ^ R E S U L T S * **
SHEAR ANALYSIS (L.L. * D.L.):
Maximum Shear Value - -- 3156.75 LBS
Required Area - 16.61 IN
Available Area -- 48.6 1N - 2
(SHEAR OK)
BENDING ANALYSIS (L.L. -- D.L.):
Maximum Bending Moment --- 127694.7 IN -LBS
Required Section Modulus 45.61 IN -3
Available Section Modulus 72 IN -3
(BENDING OK)
DEFLECTION ANALYSIS (L.L. ONLY):
Calculated Deflection - .304 IN
Allowable Deflection - -- .39 IN
Available Moment o= inertia -- 346.2 IN -4
(DEFLECTION OK)
715 359 2867 TO 1414.4285869
P.04/0 ,
JAN 2'97 9:52 NR k4AuSAU HOMES
A* BEAM AND FADER DESIGN *"
Dn'. "E. :10 -29 - 9 6
JOB NO. OR SALES ORDER NO. :19184 gY : jw1
MODEL NAME OR NO.
SPAN TYPE:
BEAM OR HEADER TYPE: - --
- SIMPLE SPAN BEAM /i1EADER
JOIST UNDER 'FAMILY ROOM
ENGINEERING DATA WOOD MEMBER
SPECIE: AND GRADE ------ SYP MSR •1950/1. 7 1950 ?S.,
F3 (BENDING) -
*FV (SHEAR) - - ° 150.3 PSI
E (MOE) .. - -_.,. 1700000 PS:
DEFLECTION RATIO - -- L / 360
SPAN-- - -185 INCHES
_
BEAM SIZE - ( 1.333 )2 X SIZE •-- - - - - - • -- - 10
LOAD SUMMARY:
wi = 54 PLF (=• =• L.) & 14 PLF ;D.L.)
P W2 = 0 LES (L.L.) & 0 LES (D.L.)
P
SPAN SUMMARY:
A ,* 0 IN
13 = 0 TN
C = 0 IN
D - 0 IN
L - 185 IN
* "• R E S U L T S * **
SHEAR ANALYSIS (L.L. 4 D.L.):
--- Maximum Shear Value . ---- - • - - -- - 471.75 LES
Required Ares - - -- - - -- -- - -- 4.11 IN - 2
Available Area - __..._ -- 18.5 IN -2
(SHEAR OK)
BENDING ANALYSTS (L.L. - D.L.):
Maximum Bending Moment - 24242.71 IN-LES
Required Section Modulus 12.43 IN -3
Available Section Modulus ° -- 28.51 IN -3
(BENDING OK)
DEFLECTION ANALYSIS (L.L. ONLY,.
Calculated DeflectOn - - .306 IN
r�
Allowable Deflection - .31.48$ININ -4
Xvailable MO�nent of Inertia- .. --
“.)EFIitCT7ON OR)
* PER NDS, TABLE 4A, EOCTNO"_'E 11: SHEAR VALUES INCLUDE A 1..67 MULTIPLIER.
SPLITS MUST BE LIMITED IN LENGTH EQUAL TO 1/2 X wTDE :FACE.
** TO PAG1: • 004 **