Plans 03/25/1996 11:47 5124532479 ro l TEX INC rwaC u'
3
. RAL STRUCTURAL NOTES EBB 'GARDEN MART'
1. All STEEL USED IN MANUFACTURE AND ASSEMBLY OF
STRUCTURE SHALL HAVE A MINIMUM YIELD STRESS OF
. 52 KSI.
2. VERTICAL MEMBERS, INCLUDING CENTER POST AND TOP CHORD
HOOP SHALL BE 2' X 14 GA. STEEL TUBING. (SEE DIAGRAM
OF SECTION PROPERTIES BELOW).
3, WIND DESIGN IS BASED ON THE 'NORMAL FORCE METHOD' AS
DEFINED BY THE UNIFORM BUILDING CODE (UDC). NI `1
4. EACH BENT (FRAME) OF THE STRUCTURE IS ASSUMED TO ACT 1 INDEPENDENTLY FOR LIVE AND WIND LOADS PARALLEL TO THE _
c )
FRAMES.
-�
S. THE BASIC ANALYSIS OF THE GARDEN MART MODEL
(CONSERVATIVELY) ASSUMES THAT THE VERTICAL SIDEWALL c 1
COLUMNS ARE PINNED AT THEIR BASES. DEPENDING ON THE - 'co
LOCATION, THE INSTALLATION NAY CONSIST OF CAST IN .: \ - )
PLACE CONCRETE PIERS WITH EMBEDDED STEEL POST GROUND �.
�, 1 c 0
STAKES OR FULLY WELDED STEEL BASEPLATES BOLTED TO A j , .,..�
CONCRETE SLAB WITH EXPANSION BOLTS, WHICH WOULD V
SLIGHTLY INCREASE THE LATERAL STIFFNESS OF THE l- _ ->
STRUCTURE AGAINST WIND LOADS.
6. THIS STRUCTURAL EVALUATION AND ANALYSIS DOES NOT i 2
ATTEMPT TO DEFINE OR CLASSIFY THIS STRUCTURE RELATIVE -
• TO ANY LOCAL BUILDING CODE WHICH MAY BE IN FORCE. WHEN = f : ? `;
NECESSARY, LOCAL BUILDING OFFICIALS SHOULD BE ..-- 'i;
CONSULTED IN ORDER TO DETERMINE PROPER CLASSIFICATION c 2 �' Q
FOR USE AND OCCUPANCY. a k aa. s . m
7. THIS STRUCTURAL DESIGN REVIEW REPRESENTS AN INDEPENDENT
EVALUATION OF THE GARDEN MART MODEL. NO ENDORSEMENT OR
WARRANTY IS EXPRESSED NOR IMPLIED BY STROH ENGINEERING
FOR THIS PRODUCT.
BASIC FRAME MEMBER FOR GARDEN MART
2" DIA. X 14 TUBE (52 ksi Yield)
A a .499 in 4 •
I = .230 in 3
S = .230 in
r = .678
Per AISC B5.0 WITIIH /THICKNESS RATIO = 2/.0747 . 26.77 -
FOR COMPACT SECTION MAX. VALUE = 3300/52 - 63.5
SINCE 26.7 IS LESS THAN 63.5 SECTION IS FULLY CCMPACT
•