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Bridge design,
worked out.
Free AASHTO LRFD design tools that show every step of the calculation, a forum for real bridge engineering questions, and videos that explain the why behind the code.
- Stress in strandsfps = fpu (1 − k c / dp) = 261.76 ksi
- Depth to neutral axisc = Aps fps / (0.85 f′c β1 b) = 6.35 in
- Depth of stress blocka = β1 c = 5.40 in
- Nominal resistanceMn = Aps fps (dp − a / 2) = 8,160.8 kip-ft
- Factored resistanceMr = φ Mn = 1.00 × 8,160.8 = 8,160.8 kip-ft
- Strength I momentMu = 6,494.3 kip-ft
PASSMu / Mr = 0.796
Open this calculation →Design tools
Twelve free calculators, every number shown
Each tool follows the published method, checks every limit state and walks through the full hand calculation: formula, numbers, result and code clause.
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Strand pattern, losses, transfer and service stresses, strength, shear, end bars and camber.
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AASHTO 6.10 · A6 ConcreteDeck slab
Table A4-1 moments with strength, minimum steel, crack control, distribution and temperature steel.
AASHTO A4-1 · 5.6.7 LoadsLoad rating
LRFR design, legal and posting ratings for moment and shear, with condition and system factors.
MBE 6A BearingsElastomeric bearing
Method B: shape factor, shear strains, stability, shims and anchorage.
AASHTO 14.7.5 PlanningBridge layout
Stations of every fill face, bent and bearing, with precast girder lengths for any number of spans.
MoDOT EPG 751.22From inputs to a calc package
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Discussions
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A forum for bridge and structural engineering: load rating and AASHTOWare, LRFD design, prestressed and steel girders, inspection, construction and the exam path. Ask, answer and mark the replies that helped.
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Who's behind it
Built by Nirav Khanal
Founder, The Bridge Enginerd
An Engineer Intern (E.I.) in Missouri and a structural designer working in bridge design: prestressed girder superstructures, more than 200 MoDOT load ratings and bridge inspection. The Bridge Enginerd is where the calculations behind that work are made easy to see and check.
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