922 W Park Ln - Plan - Laserfiche WebLink

Home Browse Search

Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7467 @ 7' 3 3/4"7438 (5.00")Passed (100%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)2833 @ 8' 3 3/4"6428 Passed (44%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)-6485 @ 7' 3 3/4"11905 Passed (54%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.184 @ 13' 8 11/16"0.397 Passed (L/776)--1.0 D + 0.75 L + 0.75 Lr (Alt Spans) Total Load Defl. (in)0.306 @ 13' 9 5/16"0.595 Passed (L/467)--1.0 D + 0.75 L + 0.75 Lr (Alt Spans) Member Length : 19' 2" 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 0.94 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. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Wind Factored Accessories 1 - Column - DF 3.50"2.25"1.50"553 975/-315 589 323/-763 1727/-126 1 1/4" Rim Board 2 - Beam - SPF 5.00"5.00"5.00"3152 2946 2807 -2807 7467 None 3 - Column - DF 3.50"2.25"1.50"1209 1131/-37 1139 22/-1162 2912 1 1/4" Rim Board Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' o/c Bottom Edge (Lu)End Bearing Points • 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)1 1/4" to 19' 3 1/4"N/A 10.4 ------ 1 - Uniform (PSF)0 to 19' 4 1/2" (Front)6' 4"6.0 20.0 ----clg 2 - Uniform (PSF)0 to 19' 4 1/2" (Front)14'12.0 --16.0 -16.0 roof load 3 - Point (lb)2' 5" (Front)N/A 93 214 ----Linked from: (N)CB9, Support 1 4 - Point (lb)3' 7" (Front)N/A 93 214 ----Linked from: (N)CB9, Support 1 5 - Uniform (PLF)0 to 19' 4 1/2" (Front)N/A 27.8 91.5 ----Linked from: (N)CJ 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. 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. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes 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)CB16 1 piece(s) 3 1/2" x 9 1/2" 2.2E Parallam® PSL Page 147 of 290