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. PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> Table 3 - Factored Reaction forces at panels <br /> Reaction Location 1 DIRECTION 1 I DIRECTION 2 I <br /> MIN MAX 1 <br /> from end I LC1 LC2 LC3 LC4 LC5 LC6 I LC1 LC2 LC3 LC4 LC5 LC6 1 <br /> LOAD LOAD I <br /> (ft) 1 lb lb lb lb lb lb I lb lb lb lb lb lb 1 <br /> lb lb 1 <br /> 2-0 0.0 I 0 0 0 0 0 0 1 0 0 0 0 0 0 1 <br /> O 01 <br /> 2-1 6.0 1 -1370 -1090 -915 -705 -1550 -1332 1 2271 1991 1816 1606 2091 1750 1 <br /> -1550 2271 1 <br /> 2-2 14.6 1 2271 1991 1816 1606 2091 1750 1 -1370 -1090 -915 -705 -1550 -1332 1 <br /> -1550 2271 1 <br /> 2-3 20.6 I 0 0 0 0 0 0 1 0 0 0 0 0 0 1 <br /> O 0 1 <br /> 1-0 0.0 I 0 0 0 0 0 0 1 0 0 0 0 0 0 1 <br /> O 01 <br /> 1-1 6.0 1 -4117 -2947 -2872 -1995 -4462 -3409 1 5843 4672 4598 3720 5497 4210 1 <br /> -4462 5843 1 <br /> 1-2 14.6 1 5843 4672 4598 3720 5497 4210 1 -4117 -2947 -2872 -1995 -4462 -3409 1 <br /> -4462 5843 1 <br /> 1-3 20.6 I 0 0 0 0 0 0 1 0 0 0 0 0 0 1 <br /> O 01 <br /> Notes <br /> 1. LC = Load combination <br /> 2. LC1 = D + 0.6W ASCE 2.4.1 - 5a <br /> 3. LC2 = D + 0.7E ASCE 2.4.1 - 5b <br /> 4. LC3 = D + 0.75L + 0.75(0.6W) + 0.755 ASCE 2.4.1 - 6a <br /> 5. LC4 = D + 0.75L + 0.75(0.7E) + 0.75S ASCE 2.4.1 - 6b <br /> 6. LC5 = 0.6D + 0.6W ASCE 2.4.1 - 7 <br /> 7. LC6 = (0.6 - 0.14SDS)D + 0.7E ASCE 2.4.1 - 8, SDS = 0.970 <br /> 8. MIN LOAD = Maximum negative tension force <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 22/ 67 <br /> Copyright 0 2022 Custom Design&Engineering,Inc.All rights reserved. <br />