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HomeMy WebLinkAboutBEAM-COLUMN DESIGN NOTES - 94-00006 - Rexburg Food Center - Remodel1=C)RS(3REN ASSOCIATES I P.A. LETTER OF TRANSMITTAL PLEASE REPLY T0: Robert L. Carlson X.. REXBUR.G OFFICE _ EVAN-STON OFFICE Rexburg Food Center ^ BOISE OFFICE � WEST YELLOWSTONE OFFICE 527 West Main _SALT LAKE GIN OFFICE _ WENATCHEE OFFICE Rexburg, ID 83440 L J REXBURG 350 NA 2nd hil, RaWfg,. IQ 93440 (ZO6) 350,01 DATE: PROJECT: ATTENTION: REFERENCE: BOISE 545 Benjamin Leas, Suite 185, Boase, !D 8370 (208) 375-1992 SALT LAKE CffqY 370 East 500 Borah, Saft Lake 04y, UT 84111 (B01) 364-4785 EVANSTON 849 Front Street, 2nd Phar, Evanston, VVY 82930 (307) 7'B9-6735 WET YELLOWSTONE 15 M ad Licm Ave.. P. 0, Box 1032 Wt Yelbwstone, WT 59756 (406) 646-9340 ENAT HEE 125 McGoe Street, S.E., East Wenatchee, WA 9W ( ') -1426 December 17, 1 993 93-216 Robert L. Carlson Structural En, mI neerina Recommendations WE ARE ENCLOSING: COPIES 1 RE -MARKS. Beam -Column Design dotes 6 1* 0% � Aft]LOUAMR & Effil�§ KP 'A,W'RN " 1% J' 4N " &% 0% #.X% 0-1 N.1a. DESCRIPTION '-W A an S. Gesbrecht, EIT ch Project Engineer M� mdmmmd� FORSGREN ASSOCIATES / P.A• iWNER-PROJECT I FfATURE vJc- BY ASS CHK'D BY DATE 2`i q`� DATE MC {Zx 31 Mob 20 <= v C -t- I p 1 a-te. PAQJEGT N0. 93Z1� SHEET OF ASSOCIATES I ('.A. To 1 iE -Imft c4- dt ■ 9 SHEET OF vj d %b To 1 iE -Imft c4- dt ■ 9 SHEET OF FORSGREN ASSOCIATES R L I 1 1% s I ; & V9 " I s tc e, I p l atC — �ek ia. W -x. PROJECT N014 I - qdpo 9MILT OG ��.. 5 mac. C- Lor �t7 Lur+V1 tk:z)aS�'-1po �� .FX.A a V\ e- �, moo. � ( `7 -�* r ce, ) to I I� Ilk :s+cv-llll a ASSOCIATES P.A. -BY DATE PROJECT NO. ck, cAsh9y'7/;o ��ATUA� CHK*D BY T DATE L4 I SHEET OF .Ay L'GRc� iD0. � 0 41t I m P� MWI, Asa 8' --I - 6.0- 4ZL vl%94�- Ll% 0 T -Vor i � Z� 1-1 -% j �z -7 LA- 4- 4 C3L LILL 0A I ��, -� I CL OWNER -PROJECT FEATURE 4 � LRF 4:� omw� �-� W 'x.14 �-�.� J t Z Z moi ) `"7-7 5 1-1� Z y K WPM DATE DATE z- 33 qpz f 5 ft> rltico SnO�J PROJECT NO. SHEET OF it ---- q --! -�t + ;.S �-A ) Ilk t OWNER -PROJECT Be, c2- 16 v",t F�t6 r-e-� z 30.. I K 36�rZ 30_ I K _ BY I DATE f PROJECT NO. cHK"a BY SHEET OF = 3 0- ) K � 14te. #y 4 p Si �IS5 (35 -= FORSGREN ASSOCIATES / PeAt mmmm� OWNER -PROJECT FEATURE ly 6K ii_� K 411 ft BY I DATE I PROJECT NO. CHK'L3 BY I DATA SHEET OF 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 11 . 12. 13. 14. 15. 16. 17. 18. 19.6 20. 21.8 22. 23. 24. 25. 26. 27. 28. 29. 30. 3 1. 32. 33. 34. 3 5. 3 6. 37. STAAD PLANE ]BEAM FOR FOOD CENTER UNIT FEET KIPS GRAPHICS PRINT LASER JOINT COORDINATES 1 0 0 0 2 * S T A A D 0 3 4. * REVISION 14.0 (VERSION 14 LEVEL 0) * PROPRIETARY PROGP,,.AM OF * RESEARCH ENGINEERS, INC. 0 0 * DATE= DEC 15, 19 93 * TIME= 15 :55:23 t t 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 11 . 12. 13. 14. 15. 16. 17. 18. 19.6 20. 21.8 22. 23. 24. 25. 26. 27. 28. 29. 30. 3 1. 32. 33. 34. 3 5. 3 6. 37. STAAD PLANE ]BEAM FOR FOOD CENTER UNIT FEET KIPS GRAPHICS PRINT LASER JOINT COORDINATES 1 0 0 0 2 0 11.4 0 3 4. 3 11. 4 0 4 12.3 5 11.4 0 5 15.8 11.4 0 6 15.8 0 0 MEMBER INCIDENCES 1 1 2 2 2 3 3 3 4 4 4 5 5 6 5 MEMBER PROPERTIES 1 5 TABLE ST PIPS50 2 3 4 TABLE ST W14X3 0 CONSTANTS E STEEL ALL DEN STEEL ALL UNIT FEES KIPS SUPPORTS 1 6 PINNED *2 3 4 5 FIXED BUT FX FY M}{ My MZ LOAD 1 JOINT LOAD JOINT LOAD 3 4 FY -20.5 LOAD 2 MEMBER LOAD MEMBER LOAD 2 3 4 UNI GY -1.05 LOAD 3 DEAD LOAD SELFWEIGHT LOAD COMBINATION 4 1 1 2 1 3 1 PERFORM ANALYSIS P R 0 P L E M S T A T I S T I C S I PAGE N0. 1 NUMBER OF JOINTS /MEMBER+ELEMENTS/SUPPORTS = 6/ 5/ 2 ORIGINAL/FINAL BAND -WIDTH = 1/ 1 TOTAL PRIMARY LOAD CASES = 31 TOTAL DEGREES OF FREEDOM = F[ ! _ SJZE OF STIFFNESS MATRIX = TOTAL REQUIRED DISK SPACE _ 84 DOUBLE PREC. 0. 0 1 MEGA - BYTES FOR FOOD CEEANTER ++ PROCESSING ELEMENT STIFFNESS MATRIX. ++ PROCESSING GLOBAL STIFFNESS MATRIX. ++ PROCESSING TRIANGULAR FACTORIZATION. ++ CALCULATING JOINT DISPLACEMENTS. ++ CALCULATING ELEMENT FORCES.. 3 8. PRINT ALL -- PAGE N0. 1 5:55 :28 15:55:28 15:55:28 15:55:28 15: 5 5: 2 8 . BEAM FOR FOOD CENTER JOINT COORDINATES iY1 t! T � � loft � i f 1F � ftm . COORDINATES ARE FEET SNIT JOINT X y Z 1 0. 000 0. 0 0 0 0.0000 2 0.000 11.400 0.000 3 4.300 11.400 0. 0 0 0 4 12.300 11.400 0.000 5 15.800 11.400 0.000 6 15-0800 0.000 0.000 -- PAGE N0. 01 BEAM FOR FOOD CENTER Mwi-iMBER INFORMATION iW� ! � i � - -mw i i i i it Imft i i � � f MEMBER START END LENGTH BETA JOINT JOINT (FEET) (DEG) 1 1 2 11.4Q0 0.00 2 2 3 4.300 0.00 3 3 4 8. 000 0.0 0 4 4 5 3.500 0. 0 0 5 6 5 11.400 0 00 -- PAGE NO. RELEASES 0 00000 0 0 00 0 000 00 0 0 51 BEikM FOR FOOD CENTER MATERIAL PROPERTIES. -------------------- ALL UNITS ARE - KIPS FEET MEMBER g 1 4176000.0 2 4176000.0 3 4176000.0 4 4176000. 0 5 4176000.0 A- 0 1 0.48902404 0 4890240t 't *48902400 -- PAGE NO. o.00000000 0000000000 o. 00000000 0600000000 0.00000000 0 FOR FOOD CENTER MEMBER PROPERTIES. UNIT - INCH - - - - - - - - - - -- - - - -- MEMB PROFILE 1 ST PIP S.50 2 ST W14 X3 0 3 ST W14 X3 0 4 ST W14 X3 0 5 ST PIP S50 4.30 2,658 8.b5 0.0 3.74 0 8.85 3.74 45 8.85 3.674 4.30 . 20 2.58 2 0 15.20 2.58 291.00 0.0 3.45 0 291.900 3. 45 291.00 3.45 15 . 20 2.58 2 0 SUPPORT INFORMATION (1=FIXED, O=RELEASED) -- -- --------- - - ---- UNITS FOR SPRING CONSTANTS ARE KIPS FEET DEGREES JOINT FORCE -X/ FARCE -Y/ FORCE KFX 0,60 KFY 1 0.0 1 0.0 KFZ FI 0 -Z/ MOM -X/ KMX 1 0,60 0.0 1 0.0 0.0 15.20 5.46 0.0 19.60 0 42.05 19.6 0 42.05 19.60 42.05 15. 2 0 5.46 MOM -Y/ KMY 1 5.46 0.0 0.38 0 1 ****#******* 5.46 0. 0.38 0 END OF DATA FROM INTERNAL STORAGE 39. PRINT ANALYSTS RESULTS -- PAGE NO. 30.40 5.46 0.38 5.82 0.938 5.82 0.39 5.82 30.40 5.46 MOM -Z/ KMZ 0 0. 0 0 0. 0 BEAM FOR FOOD CENTER JOINT DISPLACEMENT •'�, +�- �Yie i ,ter J� � �h ;m mm, i sI , , JO I N T LOAD X -TRANS -- PAGE NO. (INCH RAD JANS) STRUCTURE TYPE = PLANE 1 Z 0.00000 2 0.00000 3 0.00000 4 0.00000 2 1 -0.00392 2 0.00007 3 0.00000 4 -0. 00385 3 1 -0.00402 2 0. 00003 3 0. 00000 4 -0.00399 4 1 -0.00422 2 -0. 00004 3 0. 00000 4 -0.00426 5 1 -0.00430 2 -0.00007 3 04-00000 4 -0.00437 6 1 0 . 00000 2 0.00000 3 0.00000 4 0.00000 Y -TRANS Z --TRANS X-ROTAN Y-ROTAN Z - ROTAN 0.00000 0.000 00 0.00000 0.00000 0.00366 0.00000 0.00000 0.00000 0,00000 0 . 00132 0.00000 0.00000 0. 00000 0.00000 0.00004 0*00000 0.00000 0.00000 0.00000 0. 00501 -0.02135 0.00000 0.00000 0.00000 -Q.00727 -0.00910 0.00000 0. 00000 0.00000 -0.00266 -0.00035 0.00000 0.00000 0.00000 -0.00008 -0.03080 0.00000 0.00000 0.00000 -0.01000 -0.37323 0.00000 0.00000 0.00000 -0 . 00463 -0.13653 0.00000 04,00000 0.00000-O.00Z74 -0.00400 0.00000 0. 00000 0.00000 -0.00005 -0.51376 0.00000 0. 00000 0.00000 -0.00642 -0.32396 0.00000 0.0000,00 0.00000 0.00543 -0.11757 0.0.00000 0.00000 0.00000 0.00205 -0.00346 O.00000 0.600000 0.00000 0.00006 -0 . 44499 0900 0 0 0 0 .00000 0.00000 0.00753 -0.02363 0.00000 0.00000 0.00000 0.00733 -0.00910 0.00004 0.00000 0.00000 0.00266 -0.00035 0. 00000 0. 00000 0.00000 0.00008 -0 .03308 0.00000 0.00000 0.00000 0.01006 0.06000 0.00000 0. 0 0 0 0 0 0.00000 -0.00360 0 . 00000 0.00000 0.00000 01,00000 -0.00132 0.00000 0.00000 Q.00000 0.00000 -0.00004 0,500000 0.00000 0.00000 0.00000 --0-.00495 VA- BEAM FOR FOOD CENTER SUPPORT REACTIONS -UNIT KIPS FEET JOINT LOAD fel 1 2 3 4 1 2 3 4 FORCE - X 0.51 0.19 0. 01 0.71 -0.51 -0.19 -0.01 -0.71 FORCE - Y 19. 4 6 8.29 oo 0.40 2 8. 16 21.54 8.29 00 0.40 oo 30.24 -- PAGE N0. STRUCTURE TYPE = PLANE FORCE - Z MOM -X 04 00 o. oo 0.00 0.0.0 o.00 0.00 00 o.00 oo 0.00 0100 0000 0 40 0.00 0.00 0.00 0. 06 0.00 MOM -Y 0000 0400 00 0000 o.oa 0.00 a.00 00 o.oa oo 0.00 MOM Z 0.00 0. 00 0.00 0.00 0.00 00 00 o. oo 0000 Xlea, BEAM FOR FOOD CENTER MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- AL,'.vu' UNITS ARE -- KIPS FEET I 2 0 l 5 -- PAGE NO. LOAD ST AXIAL SHEAR -Y SHEAR -Z TORSION mom -y mom - z 1 1 19.46 -0.51 0. 00 0.00 0.00 0.00 2 -13.46 0.51 0,00 0.00 0. 0 0 -5. 87 2 1 8.29 -0.19 0.00 0.00 0. 00 0 .00 2 -8•29 0.19 0.00 0. 00 0.000 -2. 14 3 1 0.40 -0.01 0.00 0.00 0.00 0.00 2 -0.24 0. 01 0.00 0. 00 0. 00 -0.06 4 1 28.16 -0.71 0. 00 0. 00 0. 00 0.00 2 -27.99 0.71 0.00 0.00 0.00 -8.06 1 2 0.51 19. 4 6 0. 0 0 0. 00 0. 00 5. 87 3 - 0. 5 1 -19.46 0.00 0.00 0.00 77.82 2 2 0.919 8.30 0. 00 0.00 0.00 2.14 3 -0.19 -3.78 0. 00 0.0 0 0. 00 23.83 3 2 0. 01 0.24 0,600. 0.00 0. 00 0.06 3 -0.01 -0. 11 0. 00 04,00 0.00 0. 6 8 4 2 0.71 27.99 0.00 05.00 0.200 8.06 3 -0.71 -23.35 060.0 0.00 0.00 102.33 1 3 Q.51 -1. 04 0. 00 0.00 0.00 - 7 7, 82 4 - 0 . 5 1 1. 04 0.00 0.0 0 0. 00 69.52 2 3 0 .19 3.78 0. 00 0.00 0.00 -23.83 4 -0 . 19 4. 62 0.00 0.00 0.00 20.47 3 3 0.01 0.11 0.00 0.0 0 0. 00 -0.68 4 -0.01 0.13 0.00 0.00 0. 00 0 .59 4 3 0 . 71 2. 85 0.00 0.00 0.00 -10 2. 3 3 4 -0 .71 5.79 0. 0 0 0.00 0.00 90.57 1 4 0.51 -21.54 0.00 0.00 0.00 -69.52 5 -0. 51 2 1. 5 4 0.00 0.00 0. 00 -5 . 87 2 4 0 .19 -4.62 0. 00 0.00 0.00 -20.47 5 -0 . 19 8.30 0.00 0.0 0 0 . 00 -2, 14 3 4 O.Q1 -0.13 0.600 0.0 0 0.00 -0.59 5 -0 . 41 0.24 0.00 0.000 0.00 -0.06 4 4 0 .71 -26.29 0. 00 0. 0 0 0.00 -90.57 5 - 0. 71 30.07 0.00 0.00 0. 00 -8.06 1 6 21.54 0.51 0.00 0.00 0.100 0.00 5 -21.54 -0.51 0.00 0.000 0. 00 5.87 2 6 8.29 0.19 0.00 0.00 0.00 0 . 00 5 -8.29 -0.19 0.00 0.00 0.00 2.14 3 6 0.40 0.0 1 0. 00 0. 00 0.00 0.00 5 -0.24 -0.01 0.00 0. 00 02.00 0.06 4 6 30.24 0. 7 1 0.00 0.00 0. 00 0.00 5 -30.07 -0.71 0.00 0. 00 0. 00 8.06 c' BEAM FOR FOOD CENTER STAAD -I I I CODE CHECKING - (LRFD) -- PAGE NO. 11 ALL UNITS ARE - KIPS FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RRSULT/ CRITICALCONDI RATIO/' FX MY mz LOCATION - i i +! � �! i iii. i i i� �S � �i � � a� i � =.� � i �� �i iii Iii 1 i•� �r +iii STP +! i€ �� i �� �� iii �f �� i i� � 71!! iii � !f �k 1 ST PIP S50 2 ST W14 X3 0 3 ST W14 X3 0 4 ST wig x3 a 5 ST PIP S50 43. SELECT ALL 27.99 C NVAM. SASS 0. 71 PASS PASS 30.07 C LRFD-Hl-lA-C 0.00 LRFD-Hl-lB-C 0.00 LRFD-HI-IB-C 0.200 LRFD-Hl-lB-C 0.00 LRFD -'Hl -,lA- C 0.00 0.646 4 8. 0 6 11.40 0.803 4 102.33 4.30 0.850 ¢ -102.33 0.0 0 0.711 4 -90.57 0.00 0.667 4 8.06 11.40 END DF TABULATED RESULT OF L7ESIGN B EAIM FOR FOOD CENTER -- PAGE NO-. 12 STAAD-III MEMBER SELECTION - (LRFD) ALL UNITS ARE - KIPS FEE(UNLESS, OTHERWISE NOTED) S MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY mz LOCATION +�� arra � �: � .� � � i� �� �r� � '� � � �. � � �� � i �. •� r.� � �.� 1 ST PIP S50 2 ST W16 X26 3 ST W12 X3 0 4 ST W12 X2 6 5 ST PIP S50 27.99 C PASS PASS PASS PASS 30. 07 C LRFD-Hl-lA-C 0.00 LRFD-Hl-lB-C 0.00 LRFD-Hl-13-C 0. 00 LRFD-Hl-lB-C 0.00 LRFD-H1-lA-C 0. 00 0.646 ************** 4 84,06 0.85.9 4 102.33 0.924 4 -102.33 00 0.903 4 -90.57 0.667 8.06 4 END OF TABULATED RESULT OF DESIGN 44. SELECT WELD 1 5 4 11.40 4 4.30 4 0. 00 4 0.000 4 11.40 7. SEAM FOR FOOD CENTER STAA-D-JIT WELD DESIGN ALL UNITS ARE - FEET KIPS MEMBER LOCATION/ nror LOADING HOR STRESS WELD SIZE/ VERT STRESS - - PAGE I30 . co RK MTV Crrvvoo 1 STA 1 2/16 1856.85 4 0.00 46.63 1856.27 1 END 1 7/16 1837.66 4 0.00 13.32 1837.61 5 STA 1 2/16 1993.65 4 0 . 00 46.63 1993.11 5 END 1 7/I6 1876. 7 5 4 04,00 13.32 1876.71 ENL ID OF TABULATED WELD DESIGN 45. FINISH SND OF STAA,D--III DATE= ITEC X5,1993 TIME..4. 15:55:32 13 �r*#�r�'�* �k"�k�k�r*�r�r�ir�irirzfc�ir71r�E71r�E�r�r7F****���#�Vr�lc#�ir�ir�r�k�k�1c��*�r�k��,F�r�ir�ir5k*ylr#7F* * FOR QUESTIONS ON STAAD.Ij, / I DS , CONTACT * RESEARCH ENGINEERS , I�7C AT (60.9) * TELEX: 4 99 4 3 85 9 8 3 - �OSO � 16