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HomeMy WebLinkAboutSTRUCTURAL CALCS - 94-00016 - Stones Town & Country - AdditionIA for Rexburg, Idaho architect JRW AND ASSOCIATES structural engineer TANNER WILLMORE SMITEI & ASSOCIAI`ES July, 1994 /pROFES ��-0,0 GINEERS�09` c� a 3099. 4.4u 0 <t���Fate of 15 W1LLtiA e T Sid 10 SP, 40, php JO 3 9� 110f�� J r z!_ � :� rta�b. a • -• 4 w 65� � 3- 6 'o)Cq D 013 (Yptr) AA 0= 2y or 4 = i i %..e %..e6 4 a .i *__f - %— %-.e . + e � 1 a y " � - I • � t F � _ F -- � - �- _ _ _—. ,r-. _tea. _� e�__r,-� ..�- _„�,r ,. _ - • 1 ! - � • � a.-. � r _ _ _ � a - - - i �' a �� a + . _ - - Iwo, # - ..._ a_ fi aia �._ -�r•�+ �- n• + j ” 1 sig , ,_ . , .a __ - ' - '-T �' i _+-s�,r�...�.r .,.�� *t _ ,_ter �. � •--,r- - _ - - + � - ! *� p 7 1 � ` � '' � . r � F + � I - -+ �- - ! 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MASON88 U,B,C,88 COMBINED STRESSES READ FOR d = (H/t, f a) (H/t I f a) (fa) FOR COL. COMP. STEEL H = tm = te = As = SP a INSP w ?a WINQ/EQ? WALL/COL? P9 As` d I - MASON8 8 RESULTS REXBURG TOYOTA WEST PIER 5. 05 4.48 0.378 24.00 (ksi) 1. 50 24.00 Q. 9,000 {ksi) 16. 00 12 -POO 1.089 12.00 (ksi) 0.62 (ksi) 1 1 1 0*0043 0.62 3.00 TWSA ENGINEER:DAVID R. SMITH DATE: Jul -94 I (kips/ft for walls kips/b for (kipft/ft for walls,kipft/b f (ksi) (ksi) MASONRY- inch) STEEL -_ (inch) STEEL' (feet) beams -cols. ) or beams -cols.) 0.68 (unity) 0.67 (unity) 0,.03 (unity) (incn) (**9c******OK*[iK*QK********** 1.I'tCh ) (<>O) (sq - inch) Pmax (1p, yes/O=no) (1-=yeS/0=no) Mmax (I- -wall/o=bm-col Erazio) QR (sq.inch) Mmax =_ (inch) 0. 9 {variable} 0.75 (X^2) 2. 9 6 (X^1) -14.88 (X^0) 2.90 (neut. axis , inch) 0.035 (ksi) 0.378 (ksi) 0. 394 (ksi.) Q. 667 {ksi) 21. 407 (ksi) 1.089 (ksi) 32.000 (ksi) H/t 0.89 0.32 _= 0.0029 25.78 16.00 22m23 (with M == as is) 6*87 (with P �= as is) 6.70 (with P = 0) 4 (rat io) (rat ito) (rat io) (ratio) (ratio) X IS BASED OH «2N--1» DEFLECTION 3DL + LL == L/600 Icr 789. 96 (inch^4) P.D0.0JECT NAME PROBLEM I.D. MASON88 U.B.C.88 COMBINEn STRESSES REQD FOR d = (H/t f f a) (H/t, f a) (fa) FOR COL. COMP. STEEL H tm te As = SP - INSP.? WIND/EQ? WALL/COL? REXBURG TOYOTA EAST PIER 6.75 4.50 24. fl0 1.50 ) 24. 00 900.0 2 0. 0 0 12.00 ) 12m.00 0. 6 2 2.694 Z (ksi) I 32. 1 Ing = 0. 0043 As = 0. 6 2 d f = 3.00 C X TWSA ENGINEER:DAVID R. SMITH DATE: Jul -94 skips/ft for walls, k I*Ps/b far beams --coli . � (kipft/ft for walls,ki (ks i ) pft/b for bea.ms-cols..) (ks 1*) MASONRY=' 0. 7 3 (un"I'l- ty) (-inch) STEEL =- 0. 6T (unity) (inch) STEEL' =_ 0.05 (unity) (deet) { inch') (<>O) *********O]K*QK*a�**��r�����* 'inch) (<>o) (sq . inch) Pm a x (1=yes/0=no) (1=yes/.0=no) Mmax (1=wall/o-bm-ca1,) (ratlo) (sq . inch) Mtiax (inch) o . $9 (variable) 0.75 (x^2) 2.9s (x^1) -14.88 (x^o) 2•90 (neut. axi's , jmch) 0.047 (ks,i) 0. 3 57 (ksi ) 0.396 (ks 1*) 0.667 (ks i ) 21.502 (ksa"-) 2.694 (ksi) 32. 000 (ksi) 0,W89 0. 32 == 0. 0029 25. 78 20.00 20.$E (with M == as is) 6v58 (with P as is) 6.70 (with P == 0) (ratio) (rat io) (ratio) (ratio) (ratio) X IS BASED ON «2N-1» DEFLECTION 3DL + LL == L/600 Icr == 789.96