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Reinforced & Prestressed Concrete · CE368
🪢 Prestress Analyzer
Prestress Analyzer
Check fiber stresses in a prestressed beam at transfer and service against the code allowables, or estimate the prestress losses (elastic shortening, shrinkage, creep, relaxation — plus anchorage & friction for post-tensioning). SI units, NSCP 2015 / ACI 318-14. Compression is positive; tension shows as a negative stress.
⭐ Free to use · Balance … EP
① System & task
Sign convention: stresses in MPa,
compression positive. A sagging moment M (positive) gives
compression at the top and tension at the bottom. Eccentricity e
is positive when the tendon is below the section centroid.
② Section properties
A = b·h, I = b·h³⁄12, yₜ = y_b = h⁄2 are computed for you.
③ Concrete strengths
④ Prestress & moments
Positive = tendon below the centroid.
Self-weight moment acting at release.
M_g + superimposed dead + live.
P_e = R·P_i. Use 0.85, or paste the R from the Loss tab.
④ Tendon & modulus
Used with P_i to get f_pi if f_pi is left blank.
⑤ Loss parameters
🪢 Results
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Summary
Worked steps
⚠️ Preliminary check only. Class U (uncracked) allowable stresses
are assumed and the loss method shown is a lump-sum component estimate.
Confirm the allowable-stress class (U / T / C), the exact loss method, and
every coefficient against the NSCP 2015 / ACI 318-14 and your course
before using these numbers for design.
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