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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) <br />Member Reaction (lbs)2127 @ 2"8181 (3.50")Passed (26%)--1.0 D + 1.0 L (All Spans) <br />Shear (lbs)1788 @ 1' 1"5922 Passed (30%)1.00 1.0 D + 1.0 L (All Spans) <br />Moment (Ft-lbs)6874 @ 6' 9 1/2"9307 Passed (74%)1.00 1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in)0.199 @ 6' 9 1/2"0.442 Passed (L/801)--1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in)0.345 @ 6' 9 1/2"0.663 Passed (L/460)--1.0 D + 1.0 L (All Spans) <br />Member Length : 13' 7" <br />System : Floor <br />Member Type : Drop Beam <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />All Product Solutions <br />Depth Series Plies Cost Index <br />11 7/8"1 3/4" 1.55E TimberStrand® LSL 1 32.21 * <br />9 1/2"6 x DF No.1 1 83.60 <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, Ceiling Flush Beam <br />Current Solution: 1 piece(s) 6 x 10 DF No.1 <br />ForteWEB Software Operator Job Notes 4/8/2024 2:17:53 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: Hickory <br />Page 1 / 1 <br />1927 & 1929 S <br />Hickory St2/12/2025