b15-0945-rev a-boilard-lot 24 mosher Attic Floor Calc PackDesign Passed
Member Report
Member Type: Beam | Level: Attic Floor
Label: M1-2 | Design Tag: i5181
2 piece(s) of 1 3/4" x 11 1/4" 2.0E Microllam® LVL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 12' 1"
Design Results:
Member Drawing Not to ScaleBuilding Code:
Result
IBC 2012 Design Methodology:
AllowedDesign @ Location
-
1.15Moment
1.15
1.0 D + 0.75 L + 0.75 S - (0)
0.26" @ 6' 1 11/16"
Passed - L/3260.42" @ 6' 1 11/16"
18558 lb-ft 1.0 D + 0.75 L + 0.75 S - (0)
0.57" L/240
1.0 D + 0.75 L + 0.75 S - (0)
1.0 D + 0.75 L + 0.75 S - (0)0.38" L/360
Shear
Live Load Deflection
13410 lb-ft @ 6' 2 7/8"
8603 lb
Passed - L/529
Passed - 72%
3947 lb @ 1' 5 3/4"
-
Total Load Deflection
Passed - 46%
Critical Reaction 4442 lb @ 11' 10 1/2"-1.0 D + 0.75 L + 0.75 S - (0)5950 lb (4")Passed - 75%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 10-05-14 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 2901 lb0" : 6 1/2"3.94"2321 lbB1(i1387)-1837 lb
2 2645 lb11' 9" : 12' 1"2.99"1690 lbE13(i1369)-1006 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 12' 1"-11 lb/ftSelf Weight --
Uniform -0" : 12' 1"-2 lb/ftFC5 Floor Decking -3 lb/ft
Uniform 472 lb/ft-0" : 11' 9"-182 lb/ftE34(i1527)--
Uniform -6 1/2" : 11' 2 1/2"-117 lb/ftSmoothed Load -194 lb/ft
Point -6 3/4" : --470 lbM2-2(i5120)-733 lb
Errors, Warnings, & Notes:
* If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope.
* The member graphic, dimensions, and locations shown on this report are based on the centerline of the member.
* Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
* Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15
1/14/2016 11:59:02 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: Attic Floor
Design Passed
Label: M1-2 | Design Tag: i5181
2 piece(s) of 1 3/4" x 11 1/4" 2.0E Microllam® LVL
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly
disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the
need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible
with the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of____________________.
Copyright Weyerhaeuser NR Company. All rights reserved.
1/14/2016 11:59:02 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Design Passed
Member Report
Member Type: Beam | Level: Attic Floor
Label: M2-2 | Design Tag: i5120
2 piece(s) of 1 3/4" x 11 1/4" 2.0E Microllam® LVL
Product is Sufficient for Application and Loads Described
Load Combination - (Load Group)LDF
Member Cut Length:ASD 6' 0 1/2"
Design Results:
Member Drawing Not to ScaleBuilding Code:
Result
IBC 2012 Design Methodology:
AllowedDesign @ Location
-
1.00Moment
1.00
1.0 D + 1.0 L - (0)
0.01" @ 3' 2 1/2"
Passed - L/9990.02" @ 3' 2 1/2"
16137 lb-ft 1.0 D + 1.0 L - (0)
0.29" L/240
1.0 D + 1.0 L - (0)
1.0 D + 1.0 L - (0)0.19" L/360
Shear
Live Load Deflection
1773 lb-ft @ 3' 2 1/2"
7481 lb
Passed - L/999
Passed - 11%
920 lb @ 5' 1 1/4"
-
Total Load Deflection
Passed - 12%
Critical Reaction 1195 lb @ 6' 0 1/2"-1.0 D + 1.0 L - (0)3938 lb (1.5")Passed - 30%
Design Notes:
* Bracing (Lu): All compression edges (top and bottom) must be braced at 6-00-08 o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to
achieve member stability.
Supports:Maximum Loads to Supports
SnowFloor LiveSourceDeadSupportStart : End Roof LiveReq'd Br'g
1 -0" : 4"1.5"495 lbE20(i1376)-767 lb
2 -6' 0 1/2" : -1.5"470 lbM1-2(i5181)-733 lb
Loads:Maximum Loads on Member
SnowFloor LiveSourceDeadTypeStart : End Roof LiveCombine
Self Weight -0" : 6' 0 1/2"-11 lb/ftSelf Weight --
Uniform -0" : 5' 2 1/2"-92 lb/ftSmoothed Load -153 lb/ft
Uniform -0" : 4"-5 lb/ftE27(i1528)--
Uniform -1' 2 1/2" : 5' 2 1/2"-75 lb/ftSmoothed Load -125 lb/ft
Point -5' 10 1/2" : --64 lbSS3(i1512)-107 lb
Point -5' 10 1/2" : --56 lbSS4(i1519)-94 lb
Connector Information:Nailing Requirements
Other InformationMemberTopFaceSupportManufacturerMin. Seat LengthModel
2 Minimum seat length reported is based on the design loadSSTHHUS41030- 16d commonNot Applicable 1.5"10- 16d double
Errors, Warnings, & Notes:
* If sloping roof loads are applied to this member, the roof dead load has been adjusted for slope.
* The member graphic, dimensions, and locations shown on this report are based on the centerline of the member.
1/14/2016 11:59:02 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 1 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25
Member Report
Product is Sufficient for Application and Loads Described
Member Type: Beam | Level: Attic Floor
Design Passed
Label: M2-2 | Design Tag: i5120
2 piece(s) of 1 3/4" x 11 1/4" 2.0E Microllam® LVL
* Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting.
* Load Duration Factors: Dead - 0.90, Floor Live - 1.00, Roof Live - 1.25, Snow - 1.15
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly
disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the
need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatiblewith the overall project. The product application, input design loads, dimensions and support information have been provided by ____________________ of____________________.
Copyright Weyerhaeuser NR Company. All rights reserved.
1/14/2016 11:59:02 AM
b15-0945-rev a-boilard-lot 24 mosher
DS
File Name:
B15-0945-A
Page 2 of 2
Javelin® Software 5.2.1.324 Design Engine: V6.2.0.25