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HomeMy WebLinkAbout22 ft wall stud calcsClient: Project: Address: Date: 2023-04-06 Input by: Brian McCall Job Name: Project #: Level: LevelS1 2.1E RigidLam LVL DF 1.500" X 5.500"- DOES NOT PASS Version 21.80.417 Powered by iStruct Dataset: 23032801.276 Design Method: ASD Building Code: IBC/IRC 2015 Importance: Normal - II Application: Stud In Wall Load Sharing: Yes Spacing: 1-4-0 Unbraced Length: Continuous Orientation: Beam Building Type: Enclosed Zone: Zone 4 Mean Roof Height: 23-0-0 Wind Speed mph: 115 Exposure Category: C Topographical Factor Kzt 1.0 LL Deflection Limit: L/180 Failures 1 LL Deflection L/135 exceeds allowable L/180 Design Notes 1. Axial load eccentricity of 1/6 dimension applied only to the direction perpendicular to the wall. 2. Designed in accordance with NDS 2015, ASCE7 and IBC/IRC 2015. 3. Top and bottom ends of the member must be supported to prevent lateral movement and rotation. 4. Member must be continuously laterally braced in the wall plane direction. 5. Holes and notches are not allowed in member. 6. Effective length factor 0.85 for slenderness and strength calculations. 7. Design wind load based on leeward pressure 29 PSF. Windward pressure is 26 PSF.22-0-0 0-5-80-1-8 Analysis Actual Allowed Capacity Load Combination Slenderness 40.8 50.0 82% Axial (lb.) 533 4232 13% D+S Axial + Bending 0.41 1 41% D+0.6W Bearing SPF (lb.) 581 3506 17% D+S LL Deflection 1.956 (in.) L/135 1.467 (in.) L/180 133%(0.7)(0.6)W Lateral Reaction Top 253 D+0.6W Lateral Reaction Bot 253 D+0.6W Design Properties E: 2100000 Fc: 3000 Ey: 2100000 Fv: 290 Fb: 3100 Fvy: 130 Fby: 3100 Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments Axial 1 Point 22-0-0 150 PLF 0 PLF 250 PLF 0 PLF 0 PLF snow load roof Lateral 2 Uniform 0 PLF 0 PLF 0 PLF 38 PLF 0 PLF This design is valid until 2024-11-03 Roseburg Forest Products 3661 Gateway Street Springfield, OR 97477 (541) 679-3311 www.roseburg.com APA: PR-L289, PR-L270, ICC-ES: ESR-1210 Manufacturer Info TRI-STATE FOREST PRODUCTS 2757 Dickerson Road, MI USA 49735 855-367-4477 Page 1 of 1 Client: Project: Address: Date: 2023-04-06 Input by: Brian McCall Job Name: Project #: Level: LevelS1 2.1E RigidLam LVL DF 1.500" X 5.500"- Version 21.80.417 Powered by iStruct Dataset: 23032801.276 Design Method: ASD Building Code: IBC/IRC 2015 Importance: Normal - II Application: Stud In Wall Load Sharing: Yes Spacing: 1-0-0 Unbraced Length: Continuous Orientation: Beam Building Type: Enclosed Zone: Zone 4 Mean Roof Height: 23-0-0 Wind Speed mph: 115 Exposure Category: C Topographical Factor Kzt 1.0 LL Deflection Limit: L/180 Design OK. Design Notes 1. Axial load eccentricity of 1/6 dimension applied only to the direction perpendicular to the wall. 2. Designed in accordance with NDS 2015, ASCE7 and IBC/IRC 2015. 3. Top and bottom ends of the member must be supported to prevent lateral movement and rotation. 4. Member must be continuously laterally braced in the wall plane direction. 5. Holes and notches are not allowed in member. 6. Effective length factor 0.85 for slenderness and strength calculations. 7. Design wind load based on leeward pressure 29 PSF. Windward pressure is 26 PSF. 22-0-0 0-5-80-1-8 Analysis Actual Allowed Capacity Load Combination Slenderness 40.8 50.0 82% Axial (lb.) 400 4232 9% D+S Axial + Bending 0.31 1 31% D+0.6W Bearing SPF (lb.) 448 3506 13% D+S LL Deflection 1.467 (in.) L/180 1.467 (in.) L/180 100%(0.7)(0.6)W Lateral Reaction Top 190 D+0.6W Lateral Reaction Bot 190 D+0.6W Design Properties E: 2100000 Fc: 3000 Ey: 2100000 Fv: 290 Fb: 3100 Fvy: 130 Fby: 3100 Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments Axial 1 Point 22-0-0 150 PLF 0 PLF 250 PLF 0 PLF 0 PLF snow load roof Lateral 2 Uniform 0 PLF 0 PLF 0 PLF 29 PLF 0 PLF This design is valid until 2024-11-03 Roseburg Forest Products 3661 Gateway Street Springfield, OR 97477 (541) 679-3311 www.roseburg.com APA: PR-L289, PR-L270, ICC-ES: ESR-1210 Manufacturer Info TRI-STATE FOREST PRODUCTS 2757 Dickerson Road, MI USA 49735 855-367-4477 Page 1 of 1