9904-221 (AR) Structural CalcsSTRUCTURAL DESIGN CALCULATIONS FOR
KLEINE BUILDING & DEVELOPMENT
PALM DESERT, CALIFORNIA
r 9 J
TABLE OF CONTENTS X _
Section 1.0 Design Basis
Section 2.0 Analysis
Section 3.0 Connections
Prepared by:
Concorde Consulting Group, Inc
722 Fremont Ave, Suite #9
South Pasadena, California 91030
Rev: 0
Dated: 3/30/99
oo -tep�'�0rya m
1 n �
No. S-2654
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9lF 0F CAO
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1.0 DESIGN BASIS
A. Gravity Loads
Roof Dead Loads:
,Roof
= 4.0 psf
• " '/2" plywood
= 2.8
Framing
= ' 3.2
Miscellaneous
= 2.5
Insulation
= 1.5
Mech/Elect
= 2.0
Total Dead Load
= 16.0 psf
Roof Live Load:
A
_ .20.0 psf
Typical Wall Dead Load:
2 x 6 Stud walls
= 3.0 psf
3/8" sheathing
= 3.0
'Insulation
= 2.5
' Miscellaneous
= 5.5.
Wall Dead Load
= 15.0 psf `
B. LATERAL LOADS
Seismic Load Factors:
Zone Factor, Z '
= 0.4
Importance Factor, I
= 1.0
Seismic Coefficient, C
= 2.75
4 Numerical Coefficient, R
_
= 6.0
V
=(ZIC/R)W
= 0.183 W
. Wind Load Factors:
Wind Speed
= 80 mph
Basic Wind pressure
= 12.6 psf
Factor, Cq
= 1.13
Factor, Ce
= 1.3
.. Factor, I
= 1.0
' I
Effective Wind pressure = q x Cq x Ce x 1-= 12.6x1.13x1.3x1.0 .
= 18.51
psf, say 19 psf
7
.
C.
DESIGN CODE: UBC 9997
D.
MATERIAL PARAMETERS
E.
SOILS PARAMETERS:
Soils Report not available
Allowable Soil Pressure =
1,500 psf
F.
MATERIAL PARAMETERS
STEEL:
,
t
Structural steel plates/shapes -- ASTM A-36
Structural Tubes
-- ASTM A-500, Grade B' ;
Structural Pipes
-- ASTM A- 53, Grade B
REINFORCEMENT:
— ASTM A-615 or
-- ASTM A-616 or `
-- ASTM A-617. `
CONCRETE f (28 days): =
3,500 psi ,
CONCRETE MASONRY f m=
1,500 psi
LUMBER: =
Douglas Fir / Larch or TJI
Or Parallam
BOLTS =
ASTM A-307
WELDING =
E-70XX electrodes• t
'
AN�iL'�S9S
' •
--------------
4
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ROOF BEAM AT 14'x 8'-6" AREA
�TJJ--Beeam^ v5.42 Serial NNuumber..709048628 1.75" X " Q•5" 1.8E Microllam® LVL
BEAMUSA 1111 3130/99 5:52:10 PM
Page 1 of t Build Code: 104
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 0
in:
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' 4"
Loads(pso: 20 Live at 125% duration, 16 Dead
SUPPORTS: " INPUT BEARING REACTIONS(lbs)
WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER
1 2x4 Plate 3.50" 3.5" Left Face 113 /110 / 224 Detail R1 SB Shear Blocking
2 2x4 Plate 3.50" 3.5" Right Face 113 /110 / 224 Detail R1 SB Shear Blocking
- See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 215 167 3948 Passed(4%) Lt. end Span 1 under Roof loading
Moment(ft-Ib) 438 438 7359 Passed(6%) MID Span 1 under Roof loading
Live Defl.(in) 0.014 0.272 Passed(U999+) MID Span 1 under Roof loading
Total Defl.(in) 0.027 0.408 Passed(U999+) MID Span 1 under Roof loading
Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES: t
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The
specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not
been reviewed by a TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability. r
-THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION AVOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above.
w
PROJECT INFORMATION OPERATOR INFORMATION:
L
KLEIN CONTRACTING Concorde Consulting Group, Inc
RESIDENCE ADDITION Kripa
722 Fremont Ave,, Suite #9
S Pasadena, California 91030
626403-7461
626403-7459
Copyright® 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJ -Beam"' is a trademark of Trus Joist MacMillan.
Microllam® is a registered trademark of Trus Joist MacMillan.
ROOF MOISTS AT 18'-0" x 26'-0"
TJ -Beam"' v5.42 Serial Number. 709048628 9.5 TJI®/Pro -150TS JOIST @ 16.0 o/c
'BEAMUSA 1001 3/30/99 5:55:20 PM -
Page 1 of 1 Build Code: 104
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0 Roof Slope: 0
d 18' i
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
,Analysis for Joist Member Supporting ROOF Application. Loads(psf): 20 Live at 125% duration, 16 Dead
SUPPORTS: INPUT
BEARING
REACTIONS(lbs.)
WIDTH
LENGTH
JUSTIFICATION LIVE/ DEAD/ TOTAL
DETAIL OTHER
1 2x4 Plate 3.50"3.5"
Left Face 240 / 192 / 432
Detail R1 SB Shear Blocking
2 2x4 Plate 3.50"
3.5"
Right Face 240 / 192 / 432
Detail R1 SB Shear Blocking
- See TJM SPECIFIER'S
/ BUILDER'S GUIDES for detail(s): R1.
DESIGN CONTROLS:
MAXIMUM DESIGN CONTROL CONTROL LOCATION
Shear(lb) 422 418 1400 Passed(30%) Lt. end Span 1 under Roof loading "
Reaction(lb) 422 422 1400- Passed(30%) Bearing 1 under Roof loading
Moment(ft-Ib) 1855 1855 3549 Passed(52%) MID Span 1 under Roof loading
Live Defl.(in) 0.382 0.586 Passed(U553) MID Span 1 under Roof loading
Total Defl.(in) 0.687 0.879 Passed(U307) MID Span 1 under Roof loading
o - Allowable moment was increased for repetitive member usage.
- Deflection Criteria: STANDARD(LL: U360, TL:U240).
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and
positioning of lateral bracing is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its
products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The
specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not
been reviewed by a TJM Associate.
- Not all products are readily available. Check with your supplier or TJM technical representative for product availability.
- THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above.
PROJECT INFORMATION
KLEIN CONTRACTING
RESIDENCE ADDITION
Z
OPERATOR INFORMATION:
Concorde Consulting Group, Inc
Kripa
722 Fremont Ave, Suite #9
S Pasadena, California 91030
626-403-7461
626-403-7459
CopyrightO 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro"' and TJ-BeamTM are trademarks of Trus Joist MacMillan.
TJI® is a registered trademark of Trus Joist MacMillan.
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