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a <br /> NUCOR BUILDINGS GROUP Job 4: S18JOB39A Page: 3 <br /> Frame : Frame a Line 6 By: BG%Alex.Bridwell Date: 12-04-18 <br /> Job Name: DG-E-9100 Zephyrhills, FL File: E02-1051634 <br /> ••• DESIGN SUMMARY - FRAME REACTIONS BY LOAD CASE ••• <br /> y O <br /> Q 22.Dfl 26.Go: 22:OEY <br /> xF <br /> :e.s2s <br /> .33 <br /> ca oz• m-O2 cU:03 cO'-04 <br /> X Y 2 X Y Z <br /> Member (kips) (kips) (kip-ft) Member (kips) (kips) (kip-ft) <br /> _ -------------------------------------------------__---------------------------------- <br /> _-------------- <br /> LOAD CASE 1 -DEAD LOAD CASE 7 -WIND CASE 2 TO LEFT <br /> COL01 0 1 0 COLO1 0 -4 0 <br /> COL02 0 2 0 CC <br /> 0 -5 0 <br /> COL03 0 2 0 COL03 5 -11 0 <br /> COL04 0 1 0 COL04 0 -4 0 <br /> ___ _______________________________________ _____________________-__________________ <br /> LOAD CASE 2 -COLLATERAL LOAD CASE 8 - LONG. WIND 1 TO BACK <br /> COL O1 0 1 0 COLO1 -2 -7 0 <br /> COL02 0 1 0 COL02 -4 -13 0 <br /> COL03 0 1 0 COL03 -3 -15 0 <br /> COL04 0 1 0 COL04 -2 -7 0 <br /> --- <br /> _---------------- <br /> _--------------------_______________________________ -------------------------------- <br /> LOAD CASE 3 -ROOF LIVE LOAD CASE 9 - LONG. WIND 1 TO FRONT <br /> COLO1 0 4 0 COLO1 2 -7 0 <br /> COL02 0 7 0 COL02 4 -13 0 <br /> COL03 0 7 0 COL03 6 _I5 0 <br /> COL04 0 3 0 COL04 3 -7 0 <br /> __________________________________________________________________________________________________________ <br /> LOAD CASE 4 -WIND CASE 1 TO RIGHT LOAD CASE 10 -SEISMIC TO RIGHT <br /> COLO1 0 -5 0 COLO1 0 0 0 <br /> COL02 -3 -11 0 COL02 -1 -1 0 <br /> COL03 0 -9 0 COL03 0 1 0 <br /> COL04 0 -5 0 COL04 0 0 0 <br /> --------------------------------------------________________ ........... <br /> _......... <br /> _......... <br /> _............ <br /> LOAD CASE 5 -WIND CASE 1 TO LEFT LOAD CASE 11 - SEISMIC TO LEFT <br /> COL01 0 -2 0 COLO1 0 0 0 <br /> COL02 0 -2 0 COL02 0 1 0 <br /> COL03 5 -7 0 COL03 1 -1 0 <br /> COL04 0 -2 0 COL04 0 0 0 <br /> ____---------------------------------------------- <br /> ------------------------------------------------ <br /> LOAD CASE 6 -WIND CASE 2 TO RIGHT <br /> COLO1 0 -7 0 <br /> COL02 -3 -15 0 <br /> COL03 0 -13 0 <br /> COL04 0 -7 0 <br /> __________________________________________________________________________________________________________ <br /> t <br />