Content Comparison

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Summary of Reaction Comparison

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Name	Manuel Calculation	Aecbolt	Safe
Self Weight	1252.614	1234.18	1206.76
Super DL	364.720	361.61	360.20
LL wR	200.358	200.35	200.48
LL woR	83.596	83.59	83.03

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1	Project Name: Rockwell Slab Example Wall Take Plus
2	Include Automatic Rigid Zone Area Over Shearwall & Column button → Checked
3	Wall Takes Out-of-Plane Moment button → Unchecked
4	Slab & Column Rigid Materials arranged
5
6	Safe Analysis Result → Sum of Reactions
7
8	Manuel Calculation
9	Self Weight	Super DL	LL wR	LL woR
10	Code Block Object Name Area sq ft height ft Unit kips Slab 5624.473 1 150 O1 68.469 1 O2 86.387 1 Slab Remain 5469.617 1 150 820.443 All Column 63.465 11 150 104.717 SW 1 23.911 11 150 39.453 SW2 23.913 11 150 39.456 SW3 72.177 11 150 119.092 SW4 73.763 11 150 121.709 LG 7 6.146 0.63 3.872 LG 8 6.146 0.63 3.872 Shearwall Total 327.454 Total 1252.614	Code Block Load Name Load Type SDL Area-Length Fx (kips) LG 1 Area 20 990.82 19.816 LG 3 Area 20 1901.81 38.036 LG 5 Area 20 2381.06 47.621 LG 13 Line 0.6 19.41 11.644 LG 14 Line 0.6 19.41 11.644 LG 15 Line 0.6 19.41 11.644 LG 16 Line 0.6 19.39 11.631 LG 17 Line 0.6 19.74 11.844 LG 18 Line 0.6 19.74 11.844 LG 19 Line 0.6 19.68 11.806 LG 20 Line 0.6 19.71 11.825 LG 21 Area 35 42.92 1.502 LG 22 Area 35 42.92 1.502 LG 23 Area 35 42.92 1.502 LG 24 Area 35 42.86 1.500 LG 25 Area 35 44.90 1.572 LG 26 Area 35 44.90 1.572 LG 27 Area 35 44.66 1.563 LG 28 Area 35 44.80 1.568 LG 29 Line 0.6 124.52 74.713 LG 30 Line 0.6 124.06 74.438 LG 9 Line 0.32 6.15 1.967 LG 11 Line 0.32 6.15 1.967 Topla 364.720	Code Block Load Name Load Type LL wR Area-Length Fx (kips) LG 4 Area 40 1901.811 76.072 LG 6 Area 40 2381.063 95.243 Clone LG 21 Area 60 42.922 2.575 Clone LG 22 Area 60 42.921 2.575 Clone LG 23 Area 60 42.923 2.575 Clone LG 24 Area 60 42.859 2.572 Clone LG 25 Area 60 44.902 2.694 Clone LG 26 Area 60 44.902 2.694 Clone LG 27 Area 60 44.662 2.680 Clone LG 28 Area 60 44.799 2.688 LG 10 Line 0.65 6.146 3.99 LG 12 Line 0.65 6.146 3.99 Total 200.358	Code Block Load Name Load Type LL woR Area-Length Fx (kips) LG 2 Area 100 990.820 Opening Area 154.856 Remain Area 100 835.964 83.596
11	All Structure (kips)
12	Code Block Name Self Weight Super DL LL wR LL woR Aecbolt 1234.180 361.6102 200.3498 83.5929 Safe 1206.757 360.197 200.483 83.026 Diffe. (Kips) 27.423 1.4132 0.1332 0.5669 Dif % 2.22 0.39 0.07 0.68

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