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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)300 @ 2 1/2"2231 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans) <br />Shear (lbs)266 @ 8 11/16"1238 Passed (21%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Moment (Ft-lbs)884 @ 6' 3 1/2"1178 Passed (75%)1.25 1.0 D + 1.0 Lr (All Spans) <br />Live Load Defl. (in)0.413 @ 6' 3 1/2"0.641 Passed (L/372)--1.0 D + 1.0 Lr (All Spans) <br />Total Load Defl. (in)0.740 @ 6' 3 1/2"0.855 Passed (L/208)--1.0 D + 1.0 Lr (All Spans) <br />Member Length : 13' 5" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Member Pitch : 4/12 <br />All Product Solutions <br />Depth Series Plies Spacing Cost Index <br />5 1/2"1 3/4" 1.55E TimberStrand® LSL 1 19.2"0.78 * <br />5 1/2"2 x DF No.1 1 16"0.88 <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />SOLUTIONS REPORT PASSED <br />The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal <br />purposes. <br />Level, Roof: Joist <br />Current Solution: 1 piece(s) 2 x 6 DF No.1 @ 16" OC <br />ForteWEB Software Operator Job Notes 4/29/2024 1:53:10 PM UTC <br />Ehab Elias <br />Structural Ventures <br />(760) 484-6343 <br />eliasehab@gmail.com <br />ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0 <br />File Name: rafters <br />Page 1 / 1 <br />HISTORIC - 1012 W Third St & <br />1014 W Third St Unit 1 & Unit 2 <br />4/14/2025