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Software licensed to EW-Webb Engineeering Inc <br /> Job Title <br /> Client <br /> Job No Sheet No Rev <br /> Part <br /> Ref <br /> By Date Chd <br />File Date/Time <br />2024-129 4 <br />Frame at Knee Line <br />FernandezJoseph <br />EWW 10/18/24 <br />18-Oct-2024 10:37Frame.std <br /> Print Time/Date: 27/01/2025 15:22 Print Run 4 of 4STAAD.Pro for Windows Release 2005 <br /> Beam Combined Axial and Bending Stresses Summary <br />Max Comp Max Tens <br />Beam L/C Length <br />(ft) <br />Stress <br />(psi) <br />d <br />(ft) <br />Corner Stress <br />(psi) <br />d <br />(ft) <br />Corner <br />1 8.000 125.462 8.000 3 -42.538 8.000 1 <br /> 8.000 8.31E 3 8.000 1 -8.72E 3 8.000 3 <br /> 8.000 8.28E 3 8.000 1 -8.65E 3 8.000 3 <br />3 24.418 321.107 10.174 1 -309.439 12.209 3 <br /> 24.418 8.42E 3 0.000 1 -8.61E 3 0.000 3 <br /> 24.418 8.38E 3 0.000 1 -8.54E 3 0.000 3 <br />5 24.500 298.713 24.500 1 -215.788 24.500 3 <br /> 24.500 3.86E 3 24.500 1 -3.45E 3 24.500 3 <br /> 24.500 4.04E 3 24.500 1 -3.58E 3 24.500 3 <br /> Reactions <br />Horizontal Vertical Horizontal Moment <br />Node L/C FX <br />(lb) <br />FY <br />(lb) <br />FZ <br />(lb) <br />MX <br />(kip-in) <br />MY <br />(kip-in) <br />MZ <br />(kip-in) <br />1 161.820 2.74E 3 0.000 0.000 0.000 0.000 <br />-16.4E 3 -8.31E 3 0.000 0.000 0.000 0.000 <br />-16.3E 3 -6.67E 3 0.000 0.000 0.000 0.000 <br />3 -161.820 4.97E 3 0.000 0.000 0.000 0.000 <br />-2.3E 3 8.31E 3 0.000 0.000 0.000 0.000 <br />-2.4E 3 11.3E 3 0.000 0.000 0.000 0.000 <br />FOOTING CALC <br />GOVERNING UPLIFT = 8,310 LBS <br />USE 55.4 CU FT OF CONCRETE <br />X SAFETY FACTOR OF 1.5 = 83.1 <br />CU FT FOR 12,465 LB DEAD WT. <br />USE PAD FOOTING 4'-6" SQ X <br />4'-6" DEEP MINIMUM IF CUBE