3700 FEDERAL AVE PORTABLE 5 JACKSON ELEMENTARY 2025-08-07

Member Strraa Rusutts Access the Member Seiaion Stresses spreadsheet ty se.ect,ng tee Rewlts menu aie then selecting Members P Stresses. these are It •1.: .: '`'=>>'7 calculated a'nnl;each dLl.;member The number of sections for which stresses are reported iK cordtallled by the Number 01 Sections specified on the Global su :;_.r The actual number of segments is this Number 41 Saclions ininuS 1. Inc increment al rtrngth u1 each Segment is the same For example, if you srmrity 5 ,nctinrir,, thu member'is divided into 4 equal pieces,aed the stresses are reported for each piece. There wilt be their stress values hetert for each Section location along the err ehcr taking into ficcOuiit.i.ry 'r.i*itrr•' eIh,feler theWet:,for t'tt stresses arc sl iuwi i di tree ton CO.each column. Ai for the sign convention.1 tie sa(.;nc of them results correspond to the signs of the forces. These line up as positive or negative according to the member 1or:nl axis directions. The axial stress is Ilse ratio P/A,where P is the section axial force A positive stress is compressive, vi+tiar the sign el the stress follows the_era nr t`ia_;r The shear stress is ealcuiolyd ac V/S A.whore S A is the e'prhve rhosei =,e, For members root rte tined with a section set H watue of 1,2 is used for the shear area coefficient SA The bending stresses are calculated using the faminer equation M•c/I,where'll is the Ueritti+ir nnlnlnnt,'r'eta the distance from the neutral axis to the extreme fiber and 1'is the merrient of inertia The stress ter the suet kale.ex.liemer eclgo is listed with respect to the positive am]negative teructlanS of the 110; !;??!i c rr_e_e..A uosieee sires!,is COrlipre$51Yt1 and n negative stress is tensile Some shapes are not symmetrical about teeth local axes. For example Tee.and Channel shapes Thus the stress at the positive Arid neftetive edge_!,niav not be the seine The locations for the calculated stresses are illustrated in this diagram. Y Hand Tap Bend Top z _ - Uend tint Bend Bat hand Top .—Band Top Yt z+ Bend But Bend Rot So, the y top location is the extreme fiber o'the shape in the positive local y direction,y.het is the extreme!leer in the negative local y direction,etc. The ytop.hot stresses are calculated using Ma, F err enveloped results the maximum and mii+imurli value at each location is'listed, The load combination pronucing the maximum or minimum is a:so listed,in the'Ic-coi.mn. To include a particular Load Cornnin:+tinn in thin envelope analysis,open the Load Combinations spreadsheet and check the box in the'Env'column Note A specuol case is hcn+tine stress c:ilculations fur single angles The 5+cr:)111 ,st ice: .`'_i ' t•i'^ - . are reported for bending dbuut the principal axes. • -t o view the ree,ulte for a particular merbe,use the Fine option I p view the maxirnurns and neren iims,use ter. �iLt Option. WELCOME RAMP CALCS-IBC 2018 Page 17