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1 I NC: CALCULATION'S F"u"r, - 1 i ,; 44M18345 • I
J•JL '•_4i1E: DP. HAEN TRUSWAL SYSTEMS CORPORATION
I EPAN • 13 FT 4 IN 0 /16TH 2/16/92
LOA3 _ t..iO : 40+ 7+ 9 = 55 PSF AT 5. 0 %. SPACING: 24" 0. C. 1 PLY
EAR ING SIZES: LEFT 4 ", RIGHT 4" OVERHANG: LEFT 0'- 3", RICHT 0'- 0"
EELS: LEFT 3- 15/16" RIGHT 57- 4/16" CANTS: LEFT Cr- 0'', RIGHT 0'- 0"
II
UNIFORM LOADS
94 PLF FROM 1 TO 3 TC
16 PLF FROM 1 TO 5 BC
.
MEMBER FORCES FROM LEFT TO R I PHT:
TOP CHORD BOTTOM CHORD `•..cBS REACTIONS
T 1= -1088 B 1= 1032 14 1= -626 W 3= 50 REACTION @ 1= 733
T 2= -1088 B 2= 0 14 2= 1266 REACTION L 3= 733
10P CHORD CRITICAL PANEL CALCULATIONS:
, tk :IAL = (P /A /FA) = 1089. / 5. 25/( 1121. *1. 05) = 0. 18
END I NG = (M /S/ (FB -J / A ) ) _ ( 4771. ! 3. 06/(2050. * 1. 05 -0. 72 ( 1089. / 5. 25) ) =0. 78
OTAL CSI <= 1. 00 = 0. 18+ 0. 78= 0.95 < =1. 00
OT CHORD CRITICAL PANEL CALCULATIONS:
XIAL = (P /A /FA) = 10.33. / 5. 25/( 825. *1.05) = 0. 23
ENDING = (M /S /(FB -J(P/ A)) = ( 1014. / 3. 06 /(1650. * 1. 05 -0. 00( 1033. / 5. 25) ) =0. 19
OTAL CSI <= 1. 00 = 0. 23+ 0. 19= 0. 42 < =1. 00
REGUIRED MINIMJUM PLATE AREAS (SG. IN. )
OINT# PLATE MEM. AREA MEM. AREA MEM. AREA MEM. AREA MEM: AREA
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ALCU`AT;.0N3 FOR DRAWING # 1418346
JO NAME: DR. HAEN TRUSWAL SYSTEMS CORPORATION
SPAN 11 FT 4 IN 0 /16TH 2/16/82
LOADING: 40+ 7+ 8 = 55 PSF AT 5.0% SPACING: 24' 0. C. 1 PLY
BEARING SIZES: LEFT 4 ", RIGHT 4" GVERHA =;L: LEFT 0 ", RIGHT 0'- 0"
HEELS: LEFT 11-15/16" RIGHT 57- 4/16" CANTS: LEFT 0'- 0 ", RIGHT 0'- 0" '
UNIFORM LOADS
94 PLF FROM 1 10 3 TC
16 PLF FROM 4 TO 6 BC
MEMBER FORCES FROM LEFT : TO RIGHT:
TOP CHORD BOTTOM CHORD WEBS REACTIONS
T 1= 0 B 1= 683 W 1= -266 W 4= 870 REACTION 1 4= 623
T 2= - -720 3 2= . 0 W 2= -751 W 5= 45 REACTION 2 3= 623
W 3= -448
TOP CHORD CRITICAL PANEL CALCULATIONS:
AXIAL = (P /A /FA) = 720./ 5.251( 916 *1.05) = 0.14
BENDING = (M /S/ (FB -J (P /A)) = ( 3667./ 3.06/(1650.* 1.05-0.43( 720./ 5.25)) =0.72
TOTAL CSI <= 1.00 = 0.14+ 0.72= 0.86 < =1.00
BOT CHORD CRITICAL PANEL CALCULATIONS:
KXIAL = (P /A /FA) = 683./ 5.251( 825.41.05) = 0.15
BENDING = (M /S/ (FB- J (P /A)) = ( 726./ 3.06/(1650.* 1.05-0.00( 683./ 5.25)) =0.14
TOTAL CSI <= 1. 00 = 0. 1 5+ 0.14= 0.29 ( =1.00
REWIRED MINIMIUM PLATE AREAS (SG. IN. )
[JOINT* . PLATE MEM. _ AREA MEM. AREA MEM. AREA MEM_ AREA MEM.' AREA
1,5 -3 T 0,5 6 0,s
2. 5 -4 W 2 2. 0 W 3 1.3 T 3. 3
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A _:
ATS FOR DRAWING #11418345T:
DR. HAEN
TRUSWAL SYSTEME CORPORATION
N: 13 FT 4 IN 0 /16TH 2/14/82
ADING: 40+ 7+ 8 = 55 PSF AT 5.0% SPACING: 24' 0. C. 1 PLY VW 1
EARING SIZES: LEFT 4 ", R ICI IT 4" OVERHANG LEFT 0'- 2 ", RICHT 0'- 0"
HEELS: LEFT 3- 15/16" RIGHT 57- 4/16" CANTS: LEFT 0'- 0', RIGHT 0'- 0"
UNIFORM LOADS
94 PLF FROM 1 TO 3 TC
16 PLF FROM 1 TO 5 BC
MEMBER FORCES FROM LEFT TO R I *fT:
TOP CHORD BOTTOM CHORD WEBS REACTIONS
T 1= -1088 B 1= 1032 W 1= -626 W 3= 50 REACTION @ 1= 733
T 2= -1088 B 2= 0 W 2= 1266 REACTION Q 3= 733
TOP CHORD CRITICAL PANEL CALCULATIONS:
'AXIAL = (P /A /FP.) = 1089. / 5. 25/( 1121. *1. 05) = 0. 18
END I NG = (M /S/ (FB -J (P /A)) _ ( 4771./ 3.06/(2050.* 1.05-0.72( 1089./ 5.25)) =0.78
TETA'_..CSI <= 1 00_= 0.18+ 0.78= 0.95 < =1.00
CHORD CRITICAL PANEL CALCULATIONS:
=.I=LL. = (P /A /FA) = 1033./ 5.25/(• 825. 111. 05) = 0.23
3 -NDING = (M /S/ (FB- _;I(F/ A)) = ( 1014./ 3.06/(1650.* 1.05 -0.00( 1033./ 5.25)) =0.19
OTAL CSI <= 1.00 = 0. 23+ 0. 19= 0. 42 <=1. 00
REGUIRED MINIMIUM PLATE AREAS (90. IN.)
NT# PLATE MEM. AREA 'MEM. AREA MEM. AREA MEM. AREA MEM. AREA
2 1. 5 -3 W 1 1.7 T 1.7
4 -5 W 2 3. 5 W 3 1.3 T 4. 8
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