Laserfiche WebLink
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)1087 @ 11' 3 3/4"5349 (3.50")Passed (20%)--1.0 D + 1.0 Lr (Adj Spans) <br />Shear (lbs)433 @ 12' 9/16"3806 Passed (11%)1.25 1.0 D + 1.0 Lr (Adj Spans) <br />Moment (Ft-lbs)-710 @ 11' 3 3/4"3737 Passed (19%)1.25 1.0 D + 1.0 Lr (Adj Spans) <br />Live Load Defl. (in)0.021 @ 6' 7"0.465 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Total Load Defl. (in)0.034 @ 6' 6 3/4"0.620 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) <br />Member Length : 16' 4 7/16" <br />System : Roof <br />Member Type : Flush Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Member Pitch : 2.83/12 <br />•Deflection criteria: LL (L/240) and TL (L/180). <br />•Overhang deflection criteria: LL (2L/240) and TL (2L/180). <br />•Allowed moment does not reflect the adjustment for the beam stability factor. <br />•Applicable calculations are based on NDS. <br />• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br />• ¹ See Connector grid below for additional information and/or requirements. <br />Bearing Length Loads to Supports (lbs) <br />Supports Total Available Required Dead Roof Live Factored Accessories <br />1 - Beveled Plate - SPF 3.50"3.50"1.50"125 151 276 Blocking <br />2 - Beveled Plate - SPF 3.50"3.50"1.50"428 659 1087 None <br />3 - Hanger on 7 1/4" SPF beam 3.50"Hanger¹1.50"106 217 323 See note ¹ <br />•Maximum allowable bracing intervals based on applied load. <br />Lateral Bracing Bracing Intervals Comments <br />Top Edge (Lu)16' 3" o/c <br />Bottom Edge (Lu)16' 3" o/c <br />Connector: Simpson Strong-Tie <br />Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br />3 - Face Mount Hanger U46X SLD13 2.00"N/A 8-10dx1.5 4-10d <br />•Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Dead Roof Live <br />Vertical Loads Location (Side)Tributary <br />Width <br />(0.90)(1.25)Comments <br />0 - Self Weight (PLF)0 to 15' 9 1/2"N/A 6.4 -- <br />1 - Tapered (PLF)0 to 2' 1 7/16"N/A 0.0 to 23.9 0.0 to 42.4 Generated from <br />Roof Geometry <br />2 - Tapered (PLF)2' 1 7/16" to 15' 9 1/2"N/A 0.0 to 75.3 0.0 to 136.7 Generated from <br />Roof Geometry <br />Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />MEMBER REPORT PASSED <br /> Roof, Hip Beam (HB-2) <br />1 piece(s) 4 x 8 DF No.2 <br />ForteWEB Software Operator Job Notes 3/6/2024 4:09:08 AM UTC <br />Hoang Pham <br />HD Engineering Construction Inc. <br />(714) 495-0056 <br />hdanpham@gmail.com <br />ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />File Name: 1133 S Austin St. Unit 2 SA- Addition +Detached <br />ADUPage 5 / 15