3700 FEDERAL AVE PORTABLE 3 JACKSON ELEMENTARY 2025-08-06

Member Stress Results Access the Member Section Stresses spreadsheet by Selecting tare Results menu See tnen selecting Members 0 Stresses. these are the r. f.•i.i o: Str,.„_,calculated a'nng each ii_, member T'te number of sections for which stresses are reported is coolr;ilted by the Number 01 Sections soccted on the Gl:;.hril The actual number 01 segments is this Number 01 Sections minus 1. the incremental hrngth o1 each segment is the same For example,it you fpvcity 5 sect mos,the nurint,er Is divided ant„4 edual pieces,and the stresses ere reported tot each piece. There wilt be tour stress values listen for each section location along the member taking into account any r[i*ri:rr r,rp:tit,,, the unit:for the stresses are shuwi I at the ton of each column. AS for the sign convention.the signs of those rewires i;orrespond to the signs of the forces. These line up as positive or negative accnrding to the member local axis dirertion5. the axial stress is the ratio P/A,where P is the section axial force A positive stress is compressive, since the sign of the stress follows the m:s.r.nr_Lr?-j'.,r<ca The shear stress Is calculated aft VJS A.whore S A is the er!eetriar ait;;jt. _ For mernberr5 not eteflnrtd with a section seta value of 12 is used for the shear area coefficient SA The bending stresses are calculated using the!Aguilar equation M•c/I,where'll'is the helloing rrusmnnt,'c'is the distance(Ron the neutral axis to the extreme fiber and 1'is the mument of inertia The stress for the elicitor's extreme edge is listed with respect to the positive aril negative directions of the Jocai`'_S„'.I,1 l5t.} A.positive stress is compressive and a negative stress is tensile Some shapes are riot symmetrical about both local axes. For example Tee and Channel shapes Thus llie stress at the Mr5itive and negative edges may not be the same. The locations for the calculated stresses are illustrated in this diagrensi. Y rBrnd Top Bend Top L I4 `- Bend lint Bend Bol )[ l.snd1oP —Bend Top Y� ril_i 1 Band Bert \—Bend Bet So,they top location is the extreme fiber o'the shape in the positive local y direction,y.bel is the extreme fiber in the negative local y direction,etc. The y-lop.hot stresses ale calculated using Mz. F or enveloped results the maximum and minimum value at each location is exited. The load combination prorrucing the rnaxirnurn or minimum is also lis-tcd, in the'Ic'column. To include a particular Load Crsrnhination in the envelope analysis,open the Load Combinations spreadsheet and check the box in the'Env'column Note A spteeal ease Is hending siresu calculations fur single angles The,}r,.!ing stre41,134 for.rr+!+eta irato:,are reported lur bending about the principal axes. • I o view the results Iur a particular member,use the PPS option 10 L.ew the maximums and minimums,use the Uri option. WELCOME RAMP CALCS-IBC 2018 Page 17