3700 FEDERAL AVE PORTABLE 6 JACKSON ELEMENTARY 2025-08-07

Member Stress Results Access the Member Se lion Stresses spreads+feet t Se.ect.ng Me Results menu arc lien selecting Members P Stresses. t hese are the;" e'i.t R "''-_ ::calcu, tedt a'nrig each aC,i 1 merr.ber The number of sections for which stresses are reported is cord railed by the Number Of Sections specit,ed on th.eC,.lcrbaf ..I!c_:;; The actual number 01 segments is this Number OP Sections minus 1- The incremental length at each segment is the same For example,it pal spier:ity ti t.ertlnris,thu rriiiiribei is divided into 4 Kilns pieces,and the stresses are raga't ed for each piece. there will be tour stress*values listen for each Section location along the ti,mbzr taking into account+iny r+ci'itrc< ri.,..I•, the i.r.it.'or l'ie stresses are stiuwi i at the too of each column. A3 for the sign convention.the siEns of thetet results correspond to the signs of the forces. These tine up as positive or negative according to the member 1or:a1 axis dltections. Ike axial stress is the ratio PVA,where P is the section axial force, A positive stress is compressive, since the sign a1 the stress foliows the sikri or tte_7r; . The sheer stress is culculeted as WS A.whore S+t is the ectechvee,hi-:ii 41 For members not defined with a seelinn set a value of 1.2 is used for the shear area coefficient SA The bending stresses are calculated using the'arailier equation lit•c/I.where Y,1'is the iiiw id ing ii foment,',:' is the distance hum the neutral axis to the extreme fiber and'1'is the murnont of inertia tee stress for Ike suction's eat team ec.Ign is listed with respect to the aositive am negative directions ct the ko':4_12 -,1.1 '-. <_ .A positive steecr i.i compressivu anti a negative stress is tensile Some shapes are not symmetrical about heath local axes. For example Tee.and Channel shapes Thus the sloess at the 1wmitive and negative edges may not be the same The locations for the calculated stresses are itiustratert in this diagram. Y TBend Top Brand Top (----- Y z z "-Bend Hot Bend Bol Y ,—Rand Top 4Bend Top l_i z + z+-- Bend Bot Bend Bot So, they lop location is the extreme Utter O'the shape in the positive local y direction,yitmt is the extreme like,in the negative local y direction,etc. The y-top.bot stresses ate calculated using Ma. I nr rnvrtaped results the maximum arid minimum value at each location is'rated, The toad combination producing the rnaxirnirrn or nriiiimum 15 at5o listed, in the'Ic-column. To include a particular Load Carnhin;r!mn iri the envelope analysis,open the Load Combinations spreadsheet and check the box in the-Env'eolurnn Nuta A special case is handing stress caleu!etions fur single angles. The,rr.rU ! at,y:',:c• t_, :•,-..,;,'=&GZt41 are reported for bending about the principal axes. • To view the results;fur a particular member.use the Find option le view the maximums and minimums,use the°,�nrrtt option. WELCOME RAMP CALCS-IBC 2018 Page 17