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30B-093 Hart studio girder calculations28'8 1/2" 13'15'8 1/2" 1 Steel 2 Steel 3 Steel 5 1/4" 11 7/8" 1 2 3 Client: Perkins Project: Address: Date: 5/31/2017 Designer: Gabe LaBelle Job Name: Hart Studio Project #: Level: LevelBeam A Anthony Power Preserved 5.250" X 11.875"- PASSED Version 17.20.038 Powered by iStruct Member Information Type: Girder Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Wet Use: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 707 1593 2693 0 0 2 2637 5945 10050 0 0 3 963 2170 3668 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment 22785 ft-lb 13' 28379 ft-lb 0.803 (80%) D+S LL Unbraced 22785 ft-lb 13' 28215 ft-lb 0.808 (81%) D+S LL Pos Moment 17514 ft-lb 22'1 5/16" 28379 ft-lb 0.617 (62%) D+S _L Unbraced 17514 ft-lb 22'1 5/16" 27810 ft-lb 0.630 (63%) D+S _L Shear 7554 lb 13'11 7/8" 14339 lb 0.527 (53%) D+S LL LL Defl inch 0.314 (L/585) 21'4" 0.510 (L/360) 0.610 (61%) S _L TL Defl inch 0.472 (L/390) 21'5" 0.766 (L/240) 0.620 (62%) D+S _L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - Steel 5.500" 22% 1593 / 3058 4651 L_ D+S 2 - Steel 5.500" 75% 5945 / 10050 15996 LL D+S 3 - Steel 5.500" 28% 2170 / 3836 6006 _L D+S Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top braced at bearings. 3 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 3-9-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 160 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 8-2-0 Top 15 PSF 0 PSF 70 PSF 0 PSF 0 PSF Self Weight 18 PLF Anthony Forest Products Co 309 North Washington El Dorado, AR 71730 (800) 221-2326 www.anthonyforest.com APA: PR-L263, PR-264, PR-L282, ISS- ES: ESR-1940 Manufacturer Info Coastal Forest Products 451 South River Rd, NH USA 03110 Page 1 of 5 28'8 1/2" 13'15'8 1/2" 1 Steel 2 Steel 3 Steel 5 1/4" 1'2" 1 2 3 Client: Perkins Project: Address: Date: 5/31/2017 Designer: Gabe LaBelle Job Name: Hart Studio Project #: Level: LevelBeam B Anthony Power Preserved 5.250" X 14.000"- PASSED Version 17.20.038 Powered by iStruct Member Information Type: Girder Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Wet Use: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 1539 972 (-1250) 0 0 2 5743 6722 9782 0 0 3 2096 3159 6862 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment 27916 ft-lb 13' 39445 ft-lb 0.708 (71%) D+0.75(L+S) LL Unbraced 27916 ft-lb 13' 38756 ft-lb 0.720 (72%) D+0.75(L+S) LL Pos Moment 30700 ft-lb 21'9 3/4" 39445 ft-lb 0.778 (78%) D+0.75(L+S) _L Unbraced 30700 ft-lb 21'9 3/4" 38357 ft-lb 0.800 (80%) D+0.75(L+S) _L Shear 11253 lb 14'2" 16905 lb 0.666 (67%) D+0.75(L+S) LL LL Defl inch 0.378 (L/486) 21'1 9/16" 0.510 (L/360) 0.740 (74%) 0.75(L+S) _L TL Defl inch 0.534 (L/344) 21'2 7/16" 0.766 (L/240) 0.700 (70%) D+0.75(L+S) _L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - Steel 5.500" 14% 972 / 1956 2927 (-278) L_ D+L 2 - Steel 6.625" 71% 6722 / 11644 18365 LL D+0.75(L+S) 3 - Steel 5.500" 47% 3159 / 6862 10021 _L D+S Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Tie-down connection required at bearing 1 for uplift 278 lb (Combination D+S, Load Case _L). 3 Top braced at bearings. 4 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 8-2-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 160 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 13-0-0 to 28-8-8 14-0-0 Top 15 PSF 0 PSF 70 PSF 0 PSF 0 PSF Self Weight 21 PLF Anthony Forest Products Co 309 North Washington El Dorado, AR 71730 (800) 221-2326 www.anthonyforest.com APA: PR-L263, PR-264, PR-L282, ISS- ES: ESR-1940 Manufacturer Info Coastal Forest Products 451 South River Rd, NH USA 03110 Page 2 of 5 28'8 1/2" 13'15'8 1/2" 1 Steel 2 Steel 3 Steel 5 1/4" 11 7/8" 1 2 3 Client: Perkins Project: Address: Date: 5/31/2017 Designer: Gabe LaBelle Job Name: Hart Studio Project #: Level: LevelBeam C Anthony Power Preserved 5.250" X 11.875"- PASSED Version 17.20.038 Powered by iStruct Member Information Type: Girder Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Wet Use: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 1429 2454 5867 0 0 2 5333 6062 7447 0 0 3 1946 1507 (-574) 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment 20531 ft-lb 13' 28379 ft-lb 0.723 (72%) D+0.75(L+S) LL Unbraced 20531 ft-lb 13' 28140 ft-lb 0.730 (73%) D+0.75(L+S) LL Pos Moment 20792 ft-lb 5'9 1/8" 28379 ft-lb 0.733 (73%) D+S L_ Unbraced 20792 ft-lb 5'9 1/8" 27896 ft-lb 0.745 (75%) D+S L_ Shear 9207 lb 12' 1/8" 14339 lb 0.642 (64%) D+0.75(L+S) LL LL Defl inch 0.309 (L/490) 6'4 3/4" 0.420 (L/360) 0.730 (73%) S LL TL Defl inch 0.403 (L/375) 6'3 1/8" 0.630 (L/240) 0.640 (64%) D+S LL Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - Steel 5.500" 39% 2454 / 5867 8321 L_ D+S 2 - Steel 6.625" 61% 6062 / 9585 15646 LL D+0.75(L+S) 3 - Steel 5.500" 17% 1507 / 2124 3631 _L D+L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top braced at bearings. 3 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 7-7-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 160 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 0-0-0 to 13-0-0 14-0-0 Top 15 PSF 0 PSF 70 PSF 0 PSF 0 PSF Self Weight 18 PLF Anthony Forest Products Co 309 North Washington El Dorado, AR 71730 (800) 221-2326 www.anthonyforest.com APA: PR-L263, PR-264, PR-L282, ISS- ES: ESR-1940 Manufacturer Info Coastal Forest Products 451 South River Rd, NH USA 03110 Page 3 of 5 13'6" 13'6" 1 SPF 2 SPF 5 1/4" 11 7/8" 1 2 3 Client: Perkins Project: Address: Date: 5/31/2017 Designer: Gabe LaBelle Job Name: Hart Studio Project #: Level: LevelBeam D Anthony Power Preserved 5.250" X 11.875"- PASSED Version 17.20.038 Powered by iStruct Member Information Type: Girder Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Wet Use: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 945 1945 2363 0 0 2 945 1945 2363 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 13237 ft-lb 6'9" 28379 ft-lb 0.466 (47%) D+0.75(L+S) L Unbraced 13237 ft-lb 6'9" 27794 ft-lb 0.476 (48%) D+0.75(L+S) L Shear 3517 lb 12'1 3/8" 14339 lb 0.245 (25%) D+0.75(L+S) L LL Defl inch 0.164 (L/932) 6'9" 0.424 (L/360) 0.390 (39%) 0.75(L+S) L TL Defl inch 0.292 (L/523) 6'9" 0.635 (L/240) 0.460 (46%) D+0.75(L+S) L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF 5.500" 36% 1945 / 2481 4426 L D+0.75(L+S) 2 - SPF 5.500" 36% 1945 / 2481 4426 L D+0.75(L+S) Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top braced at bearings. 3 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 3-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 160 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 5-0-0 Top 15 PSF 0 PSF 70 PSF 0 PSF 0 PSF Self Weight 18 PLF Anthony Forest Products Co 309 North Washington El Dorado, AR 71730 (800) 221-2326 www.anthonyforest.com APA: PR-L263, PR-264, PR-L282, ISS- ES: ESR-1940 Manufacturer Info Coastal Forest Products 451 South River Rd, NH USA 03110 Page 4 of 5 16' 8'8' 1 Steel 2 Steel 3 Steel 5 1/4" 11 7/8" 1 2 3 Client: Perkins Project: Address: Date: 5/31/2017 Designer: Gabe LaBelle Job Name: Hart Studio Project #: Level: LevelBeam E Anthony Power Preserved 5.250" X 11.875"- PASSED Version 17.20.038 Powered by iStruct Member Information Type: Girder Moisture Condition: Dry Deflection LL: 360 Deflection TL: 240 Importance: Normal Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IBC 2012 Load Sharing: No Wet Use: No Deck: Not Checked Reactions lb (Uplift) Brg Live Dead Snow Wind Const 1 390 1045 1724 0 0 2 1141 3060 5046 0 0 3 390 1045 1724 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Neg Moment 6164 ft-lb 8' 28379 ft-lb 0.217 (22%) D+S LL Unbraced 6164 ft-lb 8' 28305 ft-lb 0.218 (22%) D+S LL Pos Moment 3836 ft-lb 3'4 3/4" 28379 ft-lb 0.135 (14%) D+S L_ Unbraced 3836 ft-lb 3'4 3/4" 28118 ft-lb 0.136 (14%) D+S L_ Shear 3209 lb 7' 1/8" 14339 lb 0.224 (22%) D+S LL LL Defl inch 0.017 (L/5406) 3'9 15/16" 0.253 (L/360) 0.070 (7%) S L_ TL Defl inch 0.024 (L/3726) 3'9" 0.380 (L/240) 0.060 (6%) D+S L_ Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - Steel 5.500" 14% 1045 / 1850 2895 L_ D+S 2 - Steel 5.500" 38% 3060 / 5046 8106 LL D+S 3 - Steel 5.500" 14% 1045 / 1850 2895 _L D+S Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Top braced at bearings. 3 Bottom braced at bearings. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 3-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 160 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 7-7-0 Top 15 PSF 0 PSF 70 PSF 0 PSF 0 PSF Self Weight 18 PLF Anthony Forest Products Co 309 North Washington El Dorado, AR 71730 (800) 221-2326 www.anthonyforest.com APA: PR-L263, PR-264, PR-L282, ISS- ES: ESR-1940 Manufacturer Info Coastal Forest Products 451 South River Rd, NH USA 03110 Page 5 of 5