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497HIBR2 · MCU18/0006.01
From the archive L497 HILL ST (15.01.19).zip (folder L497 HILL ST (15.01.19)), inside Change to Ceiling Height (GIA) - MCU18/0006.01. File date in the archive: 2019-01-15 08:25.
A x 0.9
C x 1.2
A x 0.6
C x 1.2
C x 1.2
C x 0.9
A x 0.9
C x 1.2
C x 0.9
C x 1.2
C x 1.2
C x 1.2
C x 0.9
C x 0.9 C x 0.9
C x 0.9 C x 0.9
A x 0.9 A x 0.9
A x 0.9 A x 0.9
C x 0.9
DIRECTION - B - 72.2 Kn
C x 1.2
C x 1.2
C x 1.2
C x 0.9
C x 1.2
EACH UNIT
A x 0.9
C x 0.9
C x 1.2
C x 1.2
C x 1.2
A x 0.9 A x 0.6
DIRECTION - A - 19.8 Kn
EACH UNIT
BRACING FOR EACH UNIT
WIND CATEGORY N3
BRACE VALUE
DIRECTION A
A 0.6 lm STRUCT PLY (4mmF14) at 1.7 KN/M 1.02
A 3.6 lm STRUCT PLY (4mmF14) at 6.0 KN/M 21.6
RACKING RESISTANCE ACHIEVED 22.62 Kn CLIENT SCALE
RACKING RESISTANCE REQUIRED 19.8 Kn 1:100
BRACING PLAN
DIRECTION B
C 4.5 lm STRUCT PLY (4mmF14) at 6.0 KN/M 27.0 D & K KNOTT
C 8.4 lm STRUCT PLY (4mmF14) at 6.0 KN/M 50.4
PROJECT SHEET No DRAWN JSC
12 OF 14
10 HILL ST WILLIAM H WILSON
RACKING RESISTANCE ACHIEVED 77.4 Kn SUNSHINE BEACH DATE & ASSOC
RACKING RESISTANCE REQUIRED 72.2 Kn QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
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