ACES PSC Design Module V{VERSION}:   Run date:  {DATE}
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Job Name: {JOBNAME}
Designer:  {DESIGNER}

Units:    mm, kN, kN.m, MPa

Design Code:   {CODE} {DEC 0}
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{DEC 0} SECTION:   {Sectnum}

 Distance (x) of section from the first node = {x}  mm Strand segment number:  {SectSSeg} Passive R/F segment number:  {SectPSeg}

SERVICEABILITY CHECK {DEC 0}

 Tension = (+)ve     Compression = (-)ve

 28 day concrete compressive strength of girder (f’cg) = {f`cg} MPa Allowable concrete tension stress for LL (f'at = 0.25f'cg^0.5) = {f'at} MPa   ({CODE} Clause 8.6.2) Allowable concrete comprn stress for LL (f'ac = 0.4*f'cg) = -{f'ac} MPa   ({CODE} Clause 8.1.4.2) Allowable concrete tension stress for SVL (f'atsv = 0.5f'cg^0.5) = {f'atsv} MPa   ({CODE} Clause 8.6.2) Allowable concrete comprn stress for SVL (f'acsv = 0.6*f'cg) = -{f'acsv} MPa   ({CODE} Clause 8.1.4.2) Check for Cracking Using Strain Compatibility Analysis {DEC 1} {SLScase\$} Allowable cracking stress increment (fcrack) = {fcrack} MPa  (AS3600 Clause 8.6.1) Force per strand for SLS (Fperstnd) = {Fperstnd} kN Precast Girder (Self-weight + Deck slab) Shrinkage strain just before girder is made composite (u5) = {u5} microstrain Moment due to self-weight + deck (Mpcdlsla = Msw + Mslab) = {Mpcdlsla} kN.m Cracking (decompression) moment (Mpccrack) = {Mpccrack} kN.m Increment in moment (Mpcincr) = {Mpcincr} kN.m Initial cracking strain at top of precast beam (upccrtop) = {upccrtop} microstrain Initial cracking strain at bottom of precast beam (upccrbot) = {upccrbot} microstrain Final cracking strain at top due to s/w + deck (upcdltop) = {upcdltop} microstrain Final cracking strain at bottom due to s/w + deck (upcdlbot) = {upcdlbot} microstrain Depth to the neutral axis (dnapc) = {dnapc} mm {EXP 4} Curvature of girder (curvpc) = {curvpc} {DEC 1} Composite Girder (Self-weight + Deck slab + SDL + LL) Extra shrinkage strain after gird. has been made composite (u6) = {u6} microstrain (This is added to the composite strain values for the concrete in the precast zone) Shrinkage strain in insitu slab (u2) = {u2} microstrain (This is added to the composite strain values for the concrete in the slab zone) Design moment due to DL + LL (Mcodesig) = {Mcodesig} kN.m Cracking (decompression) moment (Mcocrack) = {Mcocrack} kN.m Increment in moment (Mcoincr) = {Mcoincr} kN.m {MslNote\$} Initial cracking strain at top of composite girder (ucocrtop) = {ucocrtop} microstrain Initial cracking strain at bottom of composite girder (ucocrbot) = {ucocrbot} microstrain Final cracking strain at top of composite girder (ucodltop) = {ucodltop} microstrain Final cracking strain at bottom of composite girder (ucodlbot) = {ucodlbot} microstrain Depth to the neutral axis (dncomp) = {dnacomp} mm {EXP 4} Curvature of girder (curvco) = {curvco} {DEC 1} Calculated stress increment (fslscrck) = {fslscrck} MPa Allowable cracking stress increment (fcrack) = {fcrack} MPa  (AS3600 Clause 8.6.1) {CrkNote\$}

CRACK CHECK SUMMARY

 Serviceability Limit State Precast Summary Composite Summary Moment (kN.m) Strand Stress Reinforcement Stress Moment (kN.m) Strand Stress Reinforcement Stress Decompression State {Mpccrack} {fpccrps} {fpccrre} {Mcocrack} {fcocrps} {fcocrre} Design State {Mpcdlsla} {fpcdlps} {fpcdlreo} {Mcodesig} {fcodlps} {fcodlreo} Increment {Mpcincr} {fpcincps} {fpcincre} {Mcoincr} {fcoincps} {fcoincre}