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HomeMy WebLinkAboutGeneral Information For Column Base Reactions' , NUCOR BUILDINGS GROUP I i 2 Job # : K2180744A i Job Name : Kings Commercial Center Bldg. 1 Frame : X File : E11-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date : 9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT E D.1 B.5 A 9 A I 8T-8 3/8' 23-615/16" 20'-3 5/16" 22'-1 3/8' 2 12 n 7s9a r- n 7F9R c. c Mz 'ic�j Mx��T , X Y Z , Mx Mz X Y Z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 -DEAD LOAD CASE 2 - COLLATERAL COL01 0 1 0 0 0 COL01 0 1 0 0 0 COL02 0 3 0 0 0 COL02 0 3 0 0 0 COL03 0 4 0 0 0 COL03 0 5 0 0 0 COL04 0 2 0 0 0 COL04 0 2 0 0 0 COL05 0 1 0 0 = 0 COL05 0 1 0 0 0 --------------------------------------------------- LOAD CASE 3 - ROOF LIVE ---- ---- -- ----------------------------------------------------------------------------------------------------------------------- LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 0 3 0 0 0 COL01 0 -6 0 0 0 COL02 0 10 0 0 0 COL02 0 -22 0 0 0 COL03 0 14 0 ! 0 0 COL03 0 -34 0 0 0 COL04 0 8 0 0 0 COL04 0 -5 0 0 0 COLOS 0 4 0 0 0 COL05 0 -3 0 0 0 -------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT -- -------- ------------------------------------------------------------------------------------------------------------------------ LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 0 -3 0 0 0 COL01 0 -9 0 0 0 COL02 0 -8 0 0 0 COL02 -21 -47 0 0 0 COL03 0 -19 0 0 0 COL03 0 -28 0 0 0 COL04 0 -17 0 I 0 0 COL04 0 -11 0 0 0 COLOS 0 -8 0 i 0 0 COL05 0 -8 0 0 0 -------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT - -------- ----------------------------------------------------------------------------------------------------------------------- LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 0 -6 0 0 0 COL01 0 -12 -4 0 0 COL02 0 -11 0 0 0 COL02 -14 -47 -7 0 0 COL03 6 -37 0 0 0 COL03 0 -43 -8 0 0 COL04 0 -24 0 0 0 COL04 0 -28 -7 0 0 COLOS 0 -11 0 0 0 COL05 0 -15 -4 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT LOAD CASE 10 - SEISMIC TO RIGHT COL01 0 -12 4 0 0 COL01 0 1 0 0 0 COL02 0 -14 8 0 0 COL02 0 14 0 0 0 COL03 25 -65 9 0 0 COL03 16 -15 0- 0 0 COL04 0 -29 8 0 0 COL04 0 1 0 0 0 COLOS 0 -13 5 0 0 COL05 0 1 0 0 0 NUCOR BUILDINGS GROUP Job # :K218O744A File : E11-O.nfr App Version :1.5.132.0 I 3 Job Name : Kings Commercial Center Bldg. 1 Designer : BG\joshua.hunter Date :9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD'CASE REPORT Frame : X D.1 B.5 A.9 87'-8 31W I 23-615116' 20'-3 5/16' 22'-1 3/8' 2 12 0.7526 F— I ---� 0.7526 Y IiVLV I M �Ix Mz IiVLVL LIULVJ X Y z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member -------------------------------------------------------------------------------------------------------------- LOAD CASE 11 -SEISMIC TO LEFT COL01 0 1 0 0 0 COL02 0 12 0 0 0 COL03 14 -13 0 0 0 COL04 0 1 0 0 0 COLOS 0 1 0 0 0 4 v X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) NUCOR BUILDINGS GROUP 4 I Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame :2 File : F11-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date :9/30/2021 DESIGN SUMMARY - REACTIONS W/BRACING BY LOAD CASE REPORT E i 31'-01/2" B.5 I 31'-0 1/2" � 12 I ZD c N I y - COL01 Mx MzN X Y z I Mx Mz X Y Z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) -------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 - DEAD LOAD CASE 2 - COLLATERAL COL01 -1 4 0 0 0 1 COL01 -1 4 0 0 0 LOAD CASE 3 - ROOF LIVE I I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 -1 10 0 0 0 1 COL01 -6 -33 0 0 0 LOAD CASE 5 - WIND CASE 1 TO LEFT I LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 6 -21 0 0 0 1 COL01 -3 -43 0 0 0 LOAD CASE 7 -WIND CASE 2 TO LEFT I I LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 9 -31 0 ' 0 0 1 COL01 6 -35 0 0 0 LOAD CASE 9 - LONG. WIND 1 TO FRONT I LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 6 -21 0 0 0 I COL01 9 -44 0 0 0 LOAD CASE 11 - LONG. WIND 2 TO FRONT I LOAD CASE 12 - SEISMIC TO RIGHT COL01 10 -31 0 0 0 1 COL01 0 0 0 0 0 --------------------------------------------------- ---------------------------------------------------------------------------------------------------------------- LOAD CASE 13 - SEISMIC TO LEFT I I LOAD CASE 14 - BRACING WIND TO FRONT COL01 0 0 0 I 0 0 1 COL01 0 -8 7 0 0 LOAD CASE 15 - BRACING WIND TO BACK I COL01 0 8 -7 0 0 I i NUCOR BUILDINGS GROUP 5 i Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame : Line 3 File : F12-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date : 9/30/2021 DESIGN SUMMARY - REACTIONS W/BRACING BY LOAD CASE REPORT 66'-W 12 �1 — — — m y L COL01 Mx i COL02 Mz X Y z Mx Mz X Y z Mx Mz Member (kips) (kips) (kips) I(kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) '--------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------- LOAD CASE 1 -DEAD I LOAD CASE 2 - COLLATERAL COL01 2 5 0 10 0 1 COL01 3 5 0 0 0 COL02 -2 4 0 0 0 1 COL02 -3 4 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 5 13 0 0 0 COL01 -31 -31 0 0 0 COL02 -5 9 0 0 0 COL02 -3 -5 0 0 0 ----------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT ----------- ----------------------------------------------------------------------------------------------------------------------- LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 -2 -18 0 0 0 COL01 -25 -42 0 0 0 COL02 13 -18 0 0 0 COL02 8 -21 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT i I LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 5 -29 0 I 0 0 COL01 4 -23 0 0 0 COL02 24 -34 0 0 0 COL02 10 -12 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 3 -18 0 0 0 COL01 10 -34 0 0 0 COL02 9 -18 0 I 0 0 COL02 21 -28 0 0 0 --------------------------------------------------------- LOAD CASE 11 - LONG. WIND 2 TO FRONT -------- ---------------------------------------------------------------------------------------------------------------------- i LOAD CASE 12 - SEISMIC TO RIGHT COL01 9 -29 0 0 0 COL01 -1 -1 0 0 0 COL02 20 -34 0 0 0 i COL02 -1 1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 - SEISMIC TO LEFT I LOAD CASE 14 - BRACING WIND TO FRONT COL01 1 1 0 0 0 COL01 0 -8 7 0 0 COL02 1 -1 0 0 0 COL02 0 0 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 15 - BRACING WIND TO BACK COL01 1 8 -7 0 0 COL02 -1 1 0 0 0 i NUCOR BUILDINGS GROUP 6 Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame : Lines 4 & 7 File : F13-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date : 9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT Member 661-0• 12 12 �I M. Mz( X Y z I Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) Member X Y z Mx Mz (kips) (kips) (kips) (kip-ft) (kip-ft) LOAD CASE 1 -DEAD I LOAD CASE 2 - COLLATERAL COL01 2 5 0 10 0 COL01 3 6 0 0 0 COL02 -2 4 0 0 0 COL02 -3 5 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 6 14 0 0 0 COL01 -16 -30 0 0 0 COL02 -6 10 0 1 0 0 COL02 3 -9 0 0 0 -------------------------------------------------------------------1--------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT I LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 -3 -20 0 0 0 1 COL01 -22 -45 0 0 0 COL02 16 -20 0 0 I 0 1 COL02 9 -24 0 0 0 --------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT --- ------ - ----------------------------------------------------------------------------------------------------------------- 1 LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 -9 -35 0 0 0 1 COL01 -5 -28 0 0 0 COL02 22 -34 0 I 0 0 1 COL02 6 -11 0 0 0 ---------------------------------------------------- ------ LOAD CASE 9 - LONG. WIND 1 TO FRONT ------------------------------------------------------------------------------------------------------------------------------ LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 -6 -22 0 0 0 COL01 -10 -43 0 0 0 COL02 5 -17 0 0 0 COL02 11 -26 0 0 0 ----------------------------------------------------------- LOAD CASE 11 - LONG. WIND 2 TO FRONT ------------ -------------------------------------------------------------------------------------------------------------------- I LOAD CASE 12 - SEISMIC TO RIGHT COL01 -11 -37 0 0 0 1 COL01 -1 -1 0 0 0 COL02 10 -32 0 0 0 i COL02 -1 1 0 0 0 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 -SEISMIC TO LEFT COL01 1 1 0 0 0 COL02 1 -1 0 0 0 NUCOR BUILDINGS GROUP 7 Job # : K2180744A Job Name : Kings Commercial Center Bldg. 1 Frame : Lines 5 & 6 File : F13-O.nfr Designer : BG\joshua.hunter App Version :1.5.132.0 Date : 9/30/2021 DESIGN SUMMARY - REACTIONS W/BRACING BY LOAD CASE REPORT 66'-0• 66'-0' 12 12 1� �1 N c0 Y COL01 COL02 Mx Mz I X Y z i Mx Mz X Y Z Mx Mz Member (kips) (kips) (kips) (kip-ft) (kip-ft) Member (kips) (kips) (kips) (kip-ft) (kip-ft) -------- ------------------------------------------------------------ LOAD CASE 1 - DEAD ----------------------------------------------------------------------------------------------------------------------- I LOAD CASE 2 - COLLATERAL COL01 2 5 0 I 0 0 1 COL01 3 6 0 0 0 COL02 -2 4 0 0 0 1 COL02 -3 5 0 0 0 ----------------------------------------------------------- LOAD CASE 3 - ROOF LIVE ------=------ ------------------------------------------------------------------------------------------------------------- I LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 6 14 0 0 0 COL01 -16 -30 0 0 0 COL02 -6 10 0 I 0 0 COL02 3 -9 0 0 0 ------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT -------------- ------------------------------------------------------------------------------------------------------------- I LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 -3 -20 0 0 0 1 COL01 -22 -45 0 0 0 COL02 16 -20 0 0 0 1 COL02 9 -24 0 0 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT I 1 LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 -9 -35 0 0 0 1 COL01 -5 -28 0 0 0 COL02 22 -34 0 i 0 0 1 COL02 6 -11 0 0 0 -----------------------------------------------------------------; LOAD CASE 9 - LONG. WIND 1 TO FRONT ------------------------------------------------------------------------------------------------------------------------- I LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 -6 -22 0 0 0 COL01 -10 -43 0 0 0 COL02 17 0 0 0 COL0211 26 0 0 0 ------------------------------—— ------- LOAD CASE 11 - LONG. WIND 2 TO FRONT ---------------------------- --------- LOAD CASE 12 - SEISMIC TO RIGHT -------- --------- --------- COL01 -11 -37 0 0 0 1 COL01 -1 -1 0 0 0 COL02 10 -32 0 0 0 1 COL02 -1 1 0 0 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 - SEISMIC TO LEFT I LOAD CASE 14 - BRACING WIND TO FRONT COL01 1 1 0 0 0 1 COL01 0 0 0 0 0 COL02 1 -1 0 0 0 1 COL02 0 -8 7 0 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 15 - BRACING WIND TO BACK COL01 1 1 0 0 0 COL02 -1 8 -7 0 0 NUCOR BUILDINGS GROUP Job # :K2180744A File : F14-O.nfr App Version :1.5.132.0 i8 Job Name : Kings Commercial Center Bldg. 1 j Designer : BG\joshua.hunter Date :9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT Frame :Line 8 Member y IiVLV 1 Mx Mz N X (kips) Y (kips) z (kips) I Mx �(kip-ft) Mz (kip-ft) Member X (kips) Y (kips) z (kips) Mx (kip-ft) Mz (kip-ft) ------------------------------------------------------------------- LOAD CASE 1 -DEAD --------------------------------------------------------------------------------------------------------------------------- LOAD CASE 2 - COLLATERAL COL01 2 5 0 I 0 0 COL01 3 6 0 0 0 COL02 -2 4 0 - 0 0 COL02 -3 5 0 0 0 - - - - - - - - - - - - - - - LOAD CASE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - ROOF LIVE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 4 - WIND CASE 1 TO RIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 7 15 0 0 0 COL01 -19 -32 0 0 0 COL02 -7 0 0 0 COL02 10 --- ---------0--------- 0------- -------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT -- I ------------------------------ 1 LOAD CASE ---------- 6 - WIND CASE 2 TO RIGHT --------0 COL01 -4 -20 0 0 0 COL01 -25 -48 0 0 0 COL02 19 -22 0 '----------------------------------------------------------------------------------------------------------------------------- 0 0 COL02 10 -26 0 0 0 ----------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT I 1 LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 -10 -37 0 I 0 0 1 COL01 -6 -29 0 0 0 COL02 25 -38 0 I 0 0 1 COL02 7 -12 0 0 0 ----------------- LOAD CASE 9 - LONG. WIND 1 TO FRONT I LOAD CASE 10 - LONG. WIND 2 TO BACK COL01 -7 -23 0 0 0 COL01 -12 -46 0 0 0 COL02 6 -19 0 0 0 COL02 13 -29 0 0 0 ------------------------------------------------------------ LOAD CASE 11 - LONG. WIND 2 TO FRONT I ------------------------------------------------------------------------------------------------------ I LOAD CASE 12 - SEISMIC TO RIGHT COL01 -13 -39 0 0 0 1 COL01 -1 -1 0 0 0 COL02 12 -36 0 0 0 1 COL02 -1 1 0 0 0 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 13 - SEISMIC TO LEFT 1 COL01 1 1 0 0 0 1 COL02 1 -1 0 0 0 1 NUCOR BUILDINGS GROUP Job # :K2180744A File : E12-O.nfr App Version :1.5.132.0 9 Job Name : Kings Commercial Center Bldg. 1 Designer : BG\joshua.hunter Date :9/30/2021 DESIGN SUMMARY - REACTIONS BY LOAD CASE REPORT 50'-4• 20'-0° 12 I 1F__ N a0 u 25'-0• 1 4'-10• 12 �1 Frame Member y COL01 MX Mz X (kips) Y (kips) z (kips) W COL02 Mx (kip-ft) Mz (kip-ft) W I I ,1 COL03 COL04 X Member (kips) Y (kips) z (kips) Mx (kip-ft) Mz (kip-ft) -------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 1 -DEAD LOAD CASE 2 - COLLATERAL COL01 0 1 0 I 0 0 COL01 0 1 0 0 0 COL02 0 2 0 0 0 COL02 0 3 0 0 0 COL03 0 3 0 0 0 COL03 0 3 0 0 0 COL04 0 1 0 0 0 COL04 0 -1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 3 - ROOF LIVE LOAD CASE 4 - WIND CASE 1 TO RIGHT COL01 0 3 0 0 0 COL01 0 -6 0 0 0 COL02 0 9 0 0 0 COL02 0 -18 0 0 0 COL03 0 10 0 0 0 COL03 0 -13 0 0 0 COL04 0 -1 0 0 0 COL04 0 -3 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 5 - WIND CASE 1 TO LEFT I LOAD CASE 6 - WIND CASE 2 TO RIGHT COL01 0 -3 0 0 0 COL01 0 -9 0 0 0 COL02 0 -9 0 0 0 COL02 -9 -31 0 0 0 COL03 0 -18 0 0 0 COL03 0 -14 0 0 0 COL04 0 -4 0 0 0 COL04 0 -2 0 0 0 ------------------------------------------------------------------------------------------------- LOAD CASE 7 - WIND CASE 2 TO LEFT I --------------------------------------------------------------------------------------------- I LOAD CASE 8 - LONG. WIND 1 TO BACK COL01 0 -6 0 I 0 0 COL01 0 -11 -4 0 0 COL02 0 -11 0 0 0 COL02 -9 -40 -8 0 0 COL03 8 -32 0 0 0 COL03 0 -31 -5 0 0 COL04 0 -1 0 0 0 COL04 0 4 - - - - - - - - -4 - - - - - - 0 0 - - - - - - - - - - - - - - - - - - LOAD CASE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - LONG. WIND 1 TO FRONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD CASE 10 - SEISMIC TO RIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - COL01 0 -11 5 0 0 COL01 0 0 0 0 0 COL02 0 -29 9 0 0 COL02 -2 -2 0 0 0 COL03 7 -44 6 0 0 COL03 0 2 0 0 0 COL04 0 5 5 0 0 COL04 0 -1 0 0 0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LOAD CASE 11 - SEISMIC TO LEFT COL01 0 0 0 0 0 COL02 -2 -2 0 0 0 COL03 0 2 0 0 0 COL04 0 -1 0 0 0 1 n