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Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5184 @ 3 1/2"5184 (1.58")Passed (100%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)3606 @ 12' 5 3/4"11419 Passed (32%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)13856 @ 7' 7/16"26687 Passed (52%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.253 @ 6' 11 3/16"0.442 Passed (L/629)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)0.424 @ 6' 11 3/16"0.663 Passed (L/375)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Member Length : 13' 3 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Moment capacity has been adjusted by a factor of 1 to account for the beam stability and/or volume/size factors. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories 1 - Hanger on 11 1/4" DF beam 3.50"Hanger¹1.58"2142 2288 2075 -1660 5415 See note ¹ 2 - Column - DF 3.50"2.25"1.63"2206 2271 2038 -1630 5437 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)End Bearing Points Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger HHUS5.50/10 3.00"N/A 30-10d 10-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. • Side loads are assumed to not induce cross-grain tension. Dead Floor Live Roof Live Wind Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.25)(1.60)Comments 0 - Self Weight (PLF)3 1/2" to 13' 7 1/4"N/A 18.5 ------ 1 - Uniform (PSF)0 to 2' 7" (Front)6'6.0 20.0 ----(E)CLG 2 - Uniform (PSF)0 to 13' 8 1/2" (Front)12' 6"6.0 20.0 ----(E)CLG 3 - Tapered (PSF)0 to 13' 8 1/2" (Front)0 to 6'6.0 20.0 ----(N)CJ 4 - Uniform (PSF)0 to 13' 8 1/2" (Front)15'12.0 --20.0 -16.0 (E)RR 5 - Tapered (PSF)0 to 13' 8 1/2" (Front)0 to 6' 6"6.0 ------(N)RR Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED CLG, (N)CB12 1 piece(s) 5 1/4" x 11 1/4" 2.2E Parallam® PSL Page 127 of 290