720_BC-PH3-S215 (1).pdf

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Battalion Complex (Amendment 8)
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W9123620R0001
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EG FF.1F.2F.3

44' - 0"

PENTHOUSE

ROOF

63' - 4"

TOP OF FIXED

HANGAR ROOF

F.05

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44' - 0"

PENTHOUSE

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63' - 4"

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HANGAR ROOF

G.4

14' - 0" 16' - 3" 30' - 3" 30' - 3" 40' - 0"

H S S 6X0.500

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US Army Corps of Engineers ®

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

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1/8" = 1'-0" SF104

PART 11

1/8" = 1'-0" SF104

PART 22

HEADER TRUSS BACK (LINE 1.0) ELEVATIONS FIXED WING BAY

SHEET NOTES:

1. REFER TO FRAMING PLANS FOR MEMBER SIZES OF THE TOP PLANE

AND BOTTOM PLANE OF HEADER TRUSSES.

2. TRUSS SPLICE SHALL OCCUR AT APPROXIMATELY ONE THIRD

POINTS BETWEEN ITS SUPPORTS. REFER TO DETAIL 1/S-504 FOR

SPLICE DETAILS.

8' 16' 24'

SCALE: 1/8" = 1' - 0"

0'HEADER TRUSS CAMBER SCHEDULE

NOTES:

1. VALUE ARE IN INCHES FOR THE VERTICAL DEFLECTIONAND CHAMBER OF THE

TRUSS CROSS SECTION.

2. REQUIRED CAMBER WILL PROVIDE AN UPWARD CAMBER OF L/480 AFTER 100% OF

THE DEAD LOAD IS APPLIED. L IS THE LENGTH SPAN FOR EACH SECTION FROM

COLUMN LINES A TO B, B TO C, C TO D, F TO G, AND G TO H.

HEADER TRUSS CAMBER SCHEDULE AND PREDICTED DEFLECTION

COLUMN LINE 1.0

COLUMN GRID A1 A2 A3 A4 B1 B2 B3 B4 C1 C2 C3 C4 F1 F2 F3 G1 G2 G3

1.0 DEAD LOAD 0.3422 0.779 0.841 0.476 0.506 0.909 0.909 0.506 0.476 0.841 0.779 0.342 0.378 0.803 0.668 0.668 0.803 0.378

1.0 LIVE LOAD 0.259 0.595 0.636 0.347 0.366 0.680 0.680 0.366 0.347 0.636 0.595 0.259 0.301 0.643 0.527 0.527 0.643 0.301

1.0 WIND LOAD -0.4662 -1.071 -1.144 -0.625 -0.659 -1.225 -1.225 -0.659 -0.625 -1.144 -1.071 -0.466 -0.542 -1.157 -0.948 -0.948 -1.157 -0.542

CAMBER 1 3/4 3 5/8 3 3/4 1 7/8 2 3 3/4 3 3/4 2 1 7/8 3 3/4 3 5/8 1 3/4 1 7/8 3 7/8 2 5/8 2 5/8 3 7/8 1 7/8

HEADER TRUSS CAMBER SCHEDULE AND PREDICTED DEFLECTION

COLUMN LINE 0.1

COLUMN GRID A1 A2 A3 A4 B1 B2 B3 B4 C1 C2 C3 C4 F1 F2 F3 G1 G2 G3

0.1 DEAD LOAD 0.2777 0.6971 0.7601 0.4539 0.4853 0.8373 0.8373 0.4853 0.4539 0.7601 0.6971 0.2777 0.2926 0.6904 0.5605 0.5605 0.6904 0.2926

0.1 LIVE LOAD 0.1936 0.5020 0.5427 0.3061 0.3263 0.5936 0.5936 0.3263 0.3061 0.5427 0.5020 0.1936 0.2104 0.5129 0.4026 0.4026 0.5129 0.2104

0.1 WIND -0.34848 -0.9036 -0.97686 -0.55098 -0.58734 -1.06848 -1.06848 -0.58734 -0.55098 -0.97686 -0.9036 -0.34848 -0.37872 -0.92322 -0.72468 -0.72468 -0.92322 -0.37872

CAMBER 1 3/4 3 5/8 3 5/8 1 7/8 1 7/8 3 3/4 3 3/4 1 7/8 1 7/8 3 5/8 3 5/8 1 3/4 1 3/4 3 3/4 2 1/2 2 1/2 3 3/4 1 3/4

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