3700 FEDERAL AVE PORTABLE 1 JACKSON ELEMENTARY 2025-08-06

Member Stress Results Access the Member Section Stresses spreadsheet by selecting the Results ntenti and then selecting Members Stresses. These are the rrarntgr stresses,calculated along each Act Acta member. The number of sections for which stresses we reported is controlled by the Number 01 Sections speclged an the Glottal etr -"el The actual number of segments is this Number:01 Sections minus 1. The incremental length of each segment is the same. For example,if you specify 5 teetlonn,the member is divided lrrto 4 equal pieces,and the stresses are reported for each piece. There will be four stress values listed for each secttore location along the member taking into account any t+' meet. n6tsrxl1s• 'fhb gnite for the stresses ale shown et the top of each column, As for the sign convention,the signs of these results correspond to the signs of the forces, These line up as positive or negative according to the member lot ril axis directions. The axial stress is the ratio P/A,where P is the sachem axial force, A positive stress is compressive,aim a the sten of the Stress follows the t r 'eta The sheer stress rs calculated as Y/S.A:,whore S.A.is the effective shear<rra F©r members not defined with a section set a value oil.2 is used for the shear area coefficient SR. The bending strresee s arc calculated stating the familiar equation M"e/I,whora'M la the betiding moment,*c.`is the distance frorta the neutral axis to the extreme fiber and'f is the moment cf inertia_ TM stress for the section's extreme edge is listed with respect to the positive and negative directions of the heal u&eat e cles,A positive stress is compressive anda negative stress is tensile. Some shapes are not symmetrical about both local axes. for example Tee and Channel shapes. Thus the stress at the preetive and negative edges may not be the same. The locations for the calculated stresses are illustrated to Ites diagram; Y "—Bend Top Bend TOP r11"41 Y z .. . Bend Bet Bend Rol Y Bend Top Bend Top Y t 11 z Band Bet Bend Bat So,the ytop location is the extreme fiber of the shape in the positive local y direction,ybol is the extreme fiber in the negative local y direction,etc. The ytop.bot stresses are calculated using Mz, for enveloped results the maximum and minimum value at each location is listed, The load combination producing the maximum or minimum is also listed,In the"te"column. To include a particular Load comhinelinn in the envelope analysis,open the Load Combinations spreadsheet and check the box in the"Env column, Note A special case is bending stress calculation for single angles. The Vendini sots its,frr,g,irisrj9 i:rrr'lee. are reported for bending about the principal axes, • To view the results for a particular member,use the Fig option. To view the maximums and reinime ns,use the nr option,. WELCOME RAMP CALCS-IBC 2018 Page 17