Ehitusinsener The engineer behind the architect
August Komendant
Born 2 October 1906 at Nurmsi in Järvamaa (English sources say Mäo parish); died 14 September 1992 — in Upper Montclair, New Jersey, as the sources repeat, though no document read here records the place
Wikidata’s item for him (Q762422): place of birth Mäo, place of death Montclair, no burial — one more claim beside the sources’, not a verdict.
He left a village near Paide for Dresden, came back with the newest thing in concrete, and spent ten years building the young republic’s stadium, hangars and silos. In 1944 he left again, rebuilt German bridges for the US Army for five years, and started over at forty-three or forty-four — no source gives the month he landed — with a consulting office in New Jersey. Then for eighteen years he made Louis Kahn’s buildings stand up, and quarrelled with him about who should be credited for them.
Shaded: the window of force that holds it; the mark: his 4.64 MN.
75 kg a person, spread evenly along the span: the page’s own figure.
- verdict
- It holds. Nearest its limit is the tension in service: 0.26 MPa where 3.64 MPa is allowed.
- span ÷ thickness, in inches
- 1 200 ÷ 4 = 300
- span ÷ depth of the section
- 30.48 m ÷ 2.279 m = 13.4
- force
- 4.64 MN — 35 strands, which carry 4.75 MN
- window
- 3.19–8.83 MN, at 7 days
- deflection
- 10.0 mm down at midspan, in service
- cracked stations
- 0 of 81 in service, 0 of 81 at transfer
- crowd
- 0 people of 75 kg: +0.00 kN/m on the page’s 2 kN/m
The tendon’s drape, 371 mm below the centroid at midspan, is fitted to his +37 psi at the edge — the one number of his the page fits anything to. The 2 kN/m of load and the 75 kg a person are this page’s own round numbers, and the strength at 7 days follows the ACI 209 curve, which is this page’s assumption.
Both readings, from the sources’ own figures: 4 in — 1 200 ÷ 4 = 300, span ÷ depth 13.4; 5 in — 1 200 ÷ 5 = 240, span ÷ depth 15.2.
01NurmsiNurmsi
01 · 1906 — 1929 · Nurmsi · 58°52′N 25°43′E
A village near Paide, and somebody who said: be an engineer.
Born on 2 October 1906 in the village of Nurmsi, Mäo parish, Järva County. The date is the same in every source; the place wobbles between village and parish, because English summaries name the parish and Estonian ones the village.
Nurmsi is a small farming village a few kilometres from Paide, today part of Paide municipality. Out of it came a boy who went into the Republic of Estonia’s army before any engineering training at all. No source found here names his unit, his rank or the exact years; that he served is established, everything about its shape is not.
There is one name behind the decision to become an engineer. Carl-Dag Lige writes in Sirp that, by Komendant’s own recollection, it was Konstantin Zeren who steered him towards civil engineering; the recollection itself is Komendant’s piece “Konstantin Zeren ehitajana” in the volume “Liivika võõrsil” (Toronto, 1984), which Lige cites. Zeren, in Lige’s account, carried weight in the Estonian building trade of the 1920s and 1930s — a contractor and engineer, and for years the head of the public works department at the Ministry of Roads. After his military service the young man from Nurmsi worked under him as a foreman and later as a site manager. It is the earliest documented employment of his Estonian career.
The order matters and is easily forgotten: he was a workman and a site manager before he was a student. He first saw concrete from the outside rather than from a drawing. By the time he reached Dresden he already had a picture of what actually happens on a site — and that is what later descriptions of him always single out: an engineer who knew what comes out of the formwork.
The name itself has three forms. The Estonian biographical lexicon of art and architecture carries him hyphenated — August-Eduard Komendant; English-language sources write it without the hyphen; in American practice he signed himself August E. Komendant. Anyone searching an archive for him needs all three, and the Estonian genitive Komendandi besides.
Wikipedia: August Komendant · Carl-Dag Lige in Sirp: “Julgus liigutada piire” · Allar Viivik in Harju Elu: “Harku betoonitehases elavad insener Komendandi ideed” · The Estonian biographical lexicon of art and architecture · Nurmsi, Järva County
- 1929 · The technical college at Dresden 1 I 1929 – 1 X 1929: 274 days aged 22 · 2 X 1929 – 31 XII 1929: 91 days aged 23
- 1934 · The degree, and the Ministry of Roads 1 I 1934 – 1 X 1934: 274 days aged 27 · 2 X 1934 – 31 XII 1934: 91 days aged 28
- 1944 · Out 1 I 1944 – 1 X 1944: 275 days aged 37 · 2 X 1944 – 31 XII 1944: 91 days aged 38
- 1950 · Arrival 1 I 1950 – 1 X 1950: 274 days aged 43 · 2 X 1950 – 31 XII 1950: 91 days aged 44
- 1956 · The collaboration begins 1 I 1956 – 1 X 1956: 275 days aged 49 · 2 X 1956 – 31 XII 1956: 91 days aged 50
· · dresden · · diplom · · pogenemine · · newyork · · kahn-algus ·
02DresdenDresden
02 · 1929 — 1934 · The Dresden technical college · 51°02′N 13°44′E
Five years where prestressing was still being tried out.
The University of Pennsylvania’s Architectural Archives, which hold his papers, date the Dresden years to 1929–1934: a five-year course, the normal length of a German Diplom-Ingenieur programme. A news page on the same university’s site has him return to Tallinn in 1936; EhitusEST reads 1936 as the year his teaching at the Tallinn technical institute began, not the year he came home. Two pages of one institution still disagree, and this page prints both.
The subject is on record: Vaba Eesti Sõna reports that at Dresden he studied the statics of reinforced-concrete structures and specialised in the possibilities and theory of reinforced concrete, then the most modern building material. That is structural analysis, not architecture and not materials testing. And there were people there to learn it from.
Kurt Beyer (1881–1952) held the chair of structural analysis and technical mechanics at TH Dresden and was professor there until 1944 — that is, throughout Komendant’s student years. His “Die Statik im Eisenbetonbau” (1927) was so authoritative that it was nicknamed the Beyer Bible; TU Dresden still calls its civil engineering building the Beyer-Bau. However much personal contact there was, a Dresden civil engineering student of 1929–1934 worked out of Beyer’s textbook.
And a second name, less often mentioned now: Willy Gehler (1876–1953), professor at the same school from 1913 to 1945, who directed the building-technology section of the Saxon state materials testing office. TU Dresden’s own research page says his work on prestressed concrete was significant and that the competing systems of Hoyer and Freyssinet were evaluated in Dresden for the first time. The same page adds why Gehler is little known today: his membership of the Nazi party.
Prestressing was then barely two decades old as a practical technique and was taught nowhere as routine. Estonian accounts say Komendant met the technology already during his Dresden studies in the 1930s. From there a straight line runs to the 1952 book. Two things in this chapter stay open: what the school of 1929–1934 should properly be called, which the sources do three different ways, and whether he was a doctor — in American architectural circles he was routinely addressed as “Dr. Komendant”, yet no source read here names a degree or a dissertation.
UPenn Architectural Archives: August E. Komendant collection · Vaba Eesti Sõna: saame tuttavaks insener August E. Komendandiga · TU Dresden: Kurt Beyer and Beyer-Bau · TU Dresden: Willy Gehler · Carl-Dag Lige in Sirp: “Julgus liigutada piire” · Penn Weitzman: August Komendant celebrated at the Museum of Estonian Architecture · EhitusEST: August Komendant
· design.upenn.edu · 1934 · sirp.ee · 1936 · design.upenn.edu · EhitusEST · Kurt Beyer · Willy Gehler
03The republicVabariik
03 · 1934 — 1944 · The Kadriorg Stadium · 59°26′N 24°47′E
Ten years: a stadium, hangars, a grain elevator and a water tower.
Postimees reports that before he fled Estonia in the autumn of 1944 he took part in designing about forty reinforced-concrete buildings. Against the roughly two hundred projects of his whole life that is a fifth — done in one decade, in one small country.
The best known is the concrete grandstand of the Kadriorg Stadium in Tallinn, architect Elmar Lohk: designed 1936, opened 1938, replacing a wooden stand. The Museum of Estonian Architecture calls Komendant the principal engineer-constructor — he made the technical drawings and the structural calculations and supervised the work on site; Maris Suits and Carl-Dag Lige, writing in Sirp on the engineer Heinrich Laul, report that current research names Komendant and the engineer Tarmo Randvee together as the main designers, with Laul making only the canopy’s deformation calculations. The roof cantilevers 12.8 metres out over a stand 51 metres wide, with no columns in front. Estonian sources put it among the largest cantilevered concrete roofs in the world at the time, and Kenneth Frampton has singled it out.
In Tartu there are two things that matter more to this page than the stadium. The northern aircraft hangar at Raadi was built in 1935–1936 with Komendant as its engineer, and Tartu’s city heritage page says it carries a so-called prestressed-concrete solution that he developed specifically for it. Carl-Dag Lige, in Sirp, goes further: the earliest known structure in Estonia using steel prestressing in its concrete is the Tartu aircraft hangar, probably designed in its entirety by Komendant. If that holds, the technique he made his American name with was already being tried on an Estonian military airfield.
The rest is infrastructure and industry rather than prestige architecture — exactly what a young Dresden-trained engineer does in a small state. The Tartu grain elevator was designed in 1939–1940 with the architect Ernst Kesa and built in 1941. For the water tower on Õpetaja Street the working drawings and structural calculations were made by the engineer Hans Tari, but the calculations for the tank itself were Komendant’s: a two-part reinforced-concrete reservoir 7 metres deep, holding 500 cubic metres, its floor 23.5 metres above the ground. Construction began on 3 April 1939 and the tower opened on 26 November 1941.
And he taught. In 1937–1938 he read reinforced-concrete courses at the technical university in Tallinn and passed new calculation methods on to future engineers; the University of Pennsylvania writes that with his lectures of 1937–1939 he laid the foundations of a school of concrete shells attached to what is now Tallinn University of Technology. In 1939, on the basis of those lectures, he began compiling an Estonian-language handbook of reinforced concrete; war and emigration left it unfinished. He was also a candidate for the chair of timber, masonry and reinforced-concrete construction — the reviewers Oskar Martin and Vladimir Paavel assessed him positively, but the professorship was never filled.
Museum of Estonian Architecture: the Kadriorg Stadium · City of Tartu: the northern and southern aircraft hangars · Postimees: Tartu veetorn kerkis karmide aegade kiuste · Maris Suits and Carl-Dag Lige in Sirp: “Insener Heinrich Laul ja Eesti XX sajandi ehituskultuur” · Carl-Dag Lige in Sirp: “Julgus liigutada piire” · TalTech: oma alma materi otsingutest enne Teist maailmasõda
- 1935 — 1936
The Raadi hangar
A prestressed-concrete solution developed for this building — the earliest known in Estonia.
source - 1938
12.8 metres
The Kadriorg grandstand’s cantilever, with no front columns, over a stand 51 metres wide.
source - 1939
The handbook
An Estonian handbook of reinforced concrete from his own lectures. The war left it unfinished.
source
12.8 m · 51 m · · 500 m³ · 23.5 m · 6 × 174 kip · about 40 · over 200
04BridgesSillad
04 · 1944 — 1950 · Dresden · 51°03′N 13°44′E
Five years of broken bridges, and then starting over at forty-three or forty-four.
How he got to Germany is not settled. English Wikipedia says that after Germany overran Estonia he was shipped back to Germany to work on war projects; the Museum of Estonian Architecture’s exhibition text says he emigrated to Germany at the beginning of the war; Carl-Dag Lige in Sirp and Estonian World say he fled in 1944 with his wife and two small children ahead of the returning Soviets. This page prints all three.
What followed is a little clearer. Karin Paulus writes in Sirp that after the flight of 1944 he made his way back to Dresden and began teaching there — in the city where he had taken his degree. Dresden was firebombed in February 1945, so the teaching period must have been short. Paulus names neither institution nor years.
Then five years for the US Army: rebuilding Germany’s broken bridges and the infrastructure destroyed in the fighting. The English Wikipedia version adds internment and General Patton to this; for that addition this research found no archival or institutional source, and the page leaves it out as something it cannot confirm. The documented core is reconstruction engineering rather than damage assessment.
Lige argues in Sirp that it was precisely the study of broken structures that gave him an unusually broad practical knowledge of types of concrete construction and their modes of failure — and pushed him to publish and to look for new openings. An engineer who had seen hundreds of buildings broken knew something nobody at a drawing board knows.
In 1950 the family reached New York and he opened a consulting practice in Upper Montclair, New Jersey. His first American position was therefore his own office rather than a salaried post in an established firm — unusual for a displaced person. Two years later, in 1952, came “Prestressed Concrete Structures”, which the Penn archives say grew directly out of the German bridge work. It was later translated into Chinese and Russian. The sources repeat that he died there in 1992; no obituary or record read here names the place of death.
Museum of Estonian Architecture: “Miracles in Concrete” · Carl-Dag Lige in Sirp: “Julgus liigutada piire” · Maris Mändel in Sirp: “Komendandist, võlutult” · Karin Paulus in Sirp: “Komendandist. Mitte küll köitvalt, ent tummiselt” · Wikipedia: August Komendant · UPenn Architectural Archives: August E. Komendant collection · TalTech: tippinsener August Komendandi pärand jõuab Eestisse
- 1944
- 1945 — 1950
- 1952
The book
“Prestressed Concrete Structures” — two years after arrival, straight out of the bridge work.
source
Wikipedia · the museum · Sirp · Estonian World · · 1945–1950 ·
05The benchPingutuspink
05 · The calculation · The Kimbell Art Museum, Fort Worth · 32°45′N 97°22′W
Too little and the bottom opens. Too much and the top does.
Concrete is strong in compression and weak in tension, and a loaded beam puts its bottom in tension. Prestressing is the trick of squeezing the member hard enough, and low enough down, that the load never gets it into tension at all. Komendant’s working life was spent finding the force and the tendon profile that do that — and doing it for shapes an architect had drawn for other reasons. Here is that calculation. Pull on the force and watch which end of it fails.
Four inches and 23 ft: Wendy Lesser, the Museum of Estonian Architecture, the Kimbell’s own page. Five inches and 20 ft: Wikipedia. The slab is the four-inch reading’s concrete laid flat.
It holds. Nearest its limit is the tension in service: 0.26 MPa where 3.64 MPa is allowed.
| At midspan | top fibre, MPa | bottom fibre, MPa | deflection, mm (down +) |
|---|---|---|---|
| At transfer, day 7 (f′ci 24.3 MPa) | −6.69 | −2.35 | +6.4 |
| In service | −6.96 | +0.26 | +10.0 |
Losses to midspan: friction and wobble 4.20 % (4.449 of 4.644 MN left); elastic shortening off; long-term 15.0 %, a rule of thumb. In service 81.4 % of the jacking force reaches midspan.
This page’s arithmetic at midspan: top −6.96 MPa, bottom 0.26 MPa, deflection 10.0 mm downward. Komendant published −903 psi (−6.23 MPa), +37 psi (+0.26 MPa) and −0.3814 in (9.69 mm), which this page reads as downward: his figure grows from −0.152 in to −0.3814 in when the prestress is lost, and losing prestress can only let the shell sag.
Six cables at 174 kips: Osanov’s reconstruction. The strand count is in this page’s half-inch strand.
When the member changes, the slider reaches only as deep as there is concrete. +37 psi
0.35 is the page’s own figure; no source gives the tendon’s profile.
Everything the shell carries besides itself: the light fitting, the travertine, the finishes. No source gives a figure.
Creep, shrinkage and the steel’s relaxation as one number; a real calculation needs the humidity and the age, which no source gives.
The Kimbell’s page: one week; the curve is ACI 209’s, the cement unknown.
The drape was fitted with it off.
The section’s area and second moment are integrated here from the cycloid’s own equation, x = r(θ − sin θ), y = r(1 − cos θ) — the vault’s real shape, not a table value. The material constants are ACI 318’s in their SI forms: Ec = 4 700√f′c, modulus of rupture 0.62√f′c, allowable tension at transfer 0.25√f′ci, allowable compression 0.60 f′ci at transfer and 0.45 f′c in service. The strength on the day of the jacks, f′ci, follows ACI 209’s curve for moist-cured Type I cement — this page’s assumption, since no source names the Kimbell’s cement. The long-term loss is a single-number estimate rather than a calculation, and the page says so where it uses it.
Without JavaScript the bench shows its starting state: Komendant’s force, the fitted drape, one week of curing.
05 · His numbers
Seven numbers Komendant computed for the vault, read back
Mikhail Osanov’s 2014 thesis prints the figures Komendant computed for the Kimbell vault. Here they stand beside what this page’s arithmetic gives for the same member — live from the bench above, at whatever force, load or loss it is set to. Each row carries a ratio and a word for it: fitted where the page tuned itself to his number; within 15 % where the arithmetic checks; misses where it does not. Nothing is averaged.
His seven numbers
| Figure | His | In SI | This page | Page ÷ his | Status |
|---|---|---|---|---|---|
| Jacking force | 6 × 174 kip | 4.644 MN | 4.644 MN the force the bench is set to | 1.00 | within 15 % |
| Stress at the crown (top fibre), midspan | −903 psi | −6.23 MPa | −6.96 MPa service, top fibre | 1.12 | within 15 % |
| Stress at the edge (bottom fibre), midspan | +37 psi | +0.26 MPa | +0.26 MPa service, bottom fibre | 1.02 | fitted to it |
| Deflection before the losses | −0.152 in | 3.86 mm down | 7.54 mm down service, without the long-term loss | 1.95 | misses |
| Deflection after the losses | −0.3814 in | 9.69 mm down | 10.02 mm down service, with every loss | 1.03 | within 15 % |
| Design moment | 4 700 kip·ft | 6 372 kN·m | 2 607 kN·m self-weight + load, at midspan | 0.41 | misses |
| Support reaction | 90.5 kip | 402.6 kN | 342.1 kN per end · 171.1 kN per corner per end · per corner | 0.85 · 0.42 | misses · misses |
Source: Mikhail Osanov, Bucknell University honors thesis (2014); the SI, the ratios and the statuses are this page’s arithmetic.
His moment implies a load of 8M/L² = 8 × 6 372 kN·m ÷ (30.48 m)² = 54.87 kN/m; less the section’s own weight, 20.45 kN/m, that leaves 34.42 kN/m on top of it. His reaction implies another: 2R/L = 26.41 kN/m if 90.5 kip is the reaction at each end of the span, or 4R/L = 52.83 kN/m if it is at each of the shell’s four corners (25.40 kN/m per end over Osanov’s 104 ft, ring beams included). The source says neither; the research reads the moment as “about the longitudinal axis”. Moment over reaction: 2.08 per end, 1.04 per corner — printed, not averaged.
The losses, walked along the tendon
Half the span, anchorage to midspan, at one scale both ways. The band’s width is proportional to the force in the tendon: dashed — at the jack; light — after friction; dark — in service, after every loss.
15.24 m from the anchorage · α = 0.0316 rad · P = 4.449 MN · 4.20 % lost · 3.782 MN in service
From the jack to service, at midspan
- At the jack 4.644 MN P₀ — his six cables at 174 kip (Osanov)
- After friction and wobble, at midspan 4.449 MN −4.20 % P₀·exp(−(μα + kx)), with α = 0.0316 rad the angle the tendon turns through by midspan: the codes’ relation (ACI 318). μ = 0.25 and k = 0.0007 per foot are this page’s generic values — no source gives the Kimbell’s.
- After elastic shortening 4.449 MN off: the drape was fitted without it. With six tendons (Osanov) it would be 1.02 %, with three (the museum) 0.81 %. (n − 1)/2n · Es/Ec · f_cgp, with the self-weight moment (ACI 318)
- After the long-term loss 3.782 MN −15.0 % Creep, shrinkage and relaxation as one lump sum of 15.0 % — this page’s rule of thumb. No source gives humidity, age at stressing or volume-to-surface; the figure is the page’s.
Left at midspan in service: 3.782 MN, 81.43 % of the jack — the same force the service run carries at its middle station.
The strands, counted
4.644 MN ÷ (1 860 MPa × 0.74 × 98.7 mm²) = 34.18 → 35 strands, rounded up because 34 give only 4.62 MN
This page
Grade 270 seven-wire strand, 98.7 mm², jacked to 0.74 × 1 860 MPa = 1 376 MPa, so 135.9 kN a strand; 35 strands carry 4.755 MN. The unit is the page’s: no source gives the Kimbell’s strand.
the page’s own unit
His six cables
0.98 in² = 632.3 mm² a cable, 3 793.5 mm² in all; 174 kip = 774.0 kN a cable, so 1 224 MPa in the steel — 0.658 of a 1 860 MPa strand’s strength, or 0.710 of a 250 ksi wire’s. No source gives his grade.
The museum’s three cables
For the same 1 044 kip, 348 kip = 1 548 kN a cable. The museum gives the count, not the force; the division is this page’s.
06Eighteen yearsKaheksateist aastat
06 · 1956 — 1974 · The Richards laboratories, Philadelphia · 39°57′N 75°12′W
Eighteen years, and the same quarrel every time.
The collaboration with Louis Kahn ran from 1956 until Kahn’s death in March 1974 — the eighteen years that give Komendant’s 1975 book its title. Counted from the Richards laboratories, for which Kahn got the commission in 1957, it comes to seventeen. English Wikipedia, as the source fetch read it, says they met in 1956 and names no occasion; the University of Pennsylvania’s School of Design says Kahn asked him that year to consult on a project for a competition in Chicago.
The first job was the Alfred Newton Richards Medical Research Laboratories at the University of Pennsylvania. Komendant designed the complex inner structure and introduced the precast, prestressed concrete elements that made the building’s spatial organisation possible: 1 019 precast members, post-tensioned in three directions, and in the finished frame the largest offset between any two elements was one sixteenth of an inch. It was the first multi-storey precast, prestressed, post-tensioned rigid frame in the United States.
Whose engineer Richards was is nevertheless disputed. Popular accounts say flatly that the building was “engineered by August Komendant”. The Philadelphia firm Keast & Hood states on its own project page that it was the structural engineer of record for the original construction, engineering the building “in association with Dr. August Komendant”, with Komendant in the consultant role. Three different completion years — 1960, 1961, 1962 — and two different definitions of “the engineer” sit side by side in the literature.
At the Salk Institute in La Jolla the wording is different. Both SAH Archipedia and Docomomo US say Komendant suggested the nine-foot-deep Vierendeel truss to span the 65-foot-wide laboratories — about 2.7 m deep over about 19.8 m. The truss is deep enough to hold a whole interstitial service floor, and that is the defining feature of the building’s section. It is the most generous attribution the sources give him anywhere.
And then the Salk redesign, which says everything about the division of labour. After approvals had been given and contractor meetings had begun, Kahn and the institute decided to cut the laboratory buildings from four to two and add floors to each. Komendant re-engineered the structure and produced new drawings at a speed that Thomas Leslie, in his book “Louis I. Kahn: Building Art, Building Science” (2005), called “legendary”, as English Wikipedia quotes him — and trained the construction workers in the techniques the refined exposed concrete finish demanded. Kahn and the client changed the programme; Komendant absorbed the consequences.
Wikipedia: August Komendant · Wikipedia: Richards Medical Research Laboratories · Penn, School of Design: August Komendant Celebrated at the Museum of Estonian Architecture · Keast & Hood: Richards Medical Laboratory · SAH Archipedia: Salk Institute · Docomomo US: Salk Institute for Biological Studies
Some sentences of this chapter follow the wording of the English Wikipedia articles linked above, condensed and reworded. Wikipedia’s text is used under CC BY-SA 4.0.
- 1957 — 1961
Richards
1 019 precast members, post-tensioned in three directions; the largest offset 1/16 inch.
source - 1959 — 1965
- 1966 — 1970
Olivetti
The Harrisburg typewriter factory roof: 72 prestressed units in an eight-by-nine grid.
source
· kahn-algus · · richards-tellimus · · kahn-surm · “18 Years with Architect Louis I. Kahn”
07The KimbellKimbell
07 · 1966 — 1972 · The Kimbell Art Museum, Fort Worth · 32°45′N 97°22′W
A hundred feet, four inches, and a slot cut down the middle.
Kahn habitually called the Kimbell’s gallery roofs vaults, but by Komendant’s explanation each of them is a shell doing the work of a beam: a post-tensioned curved concrete beam spanning 100 feet between its four corner columns. That hundred feet is the most consistently repeated structural number for the whole building.
Three people stand behind the shape, and that is exactly why authorship at the Kimbell is contested. Kahn’s project architect Marshall Meyers pointed out that a cycloid curve would lower the ceiling and bring other advantages; the exact shape of the vault, the museum’s own page says, Kahn settled in collaboration with Komendant. A cycloid is the curve that a point on the rim of a wheel draws as the wheel rolls along a straight line. Its sides rise gently, and the museum itself gives that as the reason the vault feels monumental and yet does not weigh on the visitor.
Komendant came onto the project because nobody else could do it. The Fort Worth firm of Preston Geren, brought in to keep costs down, argued that the cycloid vaults would be too expensive and pressed for a flat roof. The dispute was settled by a division of responsibility: Geren took the foundations and basement, Komendant the upper floors and the cycloid shells. It is an unusually explicit documented example of how structural authority was carved up on a Kahn job.
The structural problem is that the shell is slit open along its crown. The light slot means the vault cannot work the way an ordinary barrel vault works; the continuity across the crown is restored by concrete struts at ten-foot intervals. Each shell ends in a thickened arch at both ends, each vault stands on four corner columns, and the cables were tightened with hydraulic jacks a week after the pour. The bench on this page is that calculation, in a cruder coat.
And after all that he did not come to the opening. Komendant deliberately stayed away from the Kimbell’s opening ceremonies — at a building he had contributed very substantially to. The reason given is the combination of Kahn’s reluctance to share credit and Komendant’s own sense of his due. It is the single clearest documented rupture in the eighteen years. Fifty years on, the Kimbell runs a public programme called “Komendant and Kahn: Engineer and Architect”.
Kimbell Art Museum: the Kahn Building in Detail · Wikipedia: Kimbell Art Museum · Mikhail Osanov, Bucknell honors thesis (2014): a reconstruction of Komendant’s calculations · Wendy Lesser, “Walking through the Kimbell” · Museum of Estonian Architecture: “Miracles in Concrete”
Some sentences of this chapter follow the wording of the English Wikipedia articles linked above, condensed and reworded. Wikipedia’s text is used under CC BY-SA 4.0.
The one sentence about this form that Wikipedia reports as his explanation stands on the stage below ↓ Wikipedia, reporting his explanation · the page has been opened from here, and holds the sentence word for word
- the same concrete laid flat
- at his force, the tendon on its centroid (e = 0): 171.7 MPa past its limit (tension, the service case) and a computed sag of 12.47 m — a number that says only that the plate does not carry
- the vault against the plate
- I × 620 · A × 1.22 · the same concrete, the same width; the shape makes the difference
- Richards
- Richards: no truss depth is sourced, so it is listed, not drawn
sah-archipedia.org · fsgworkinprogress.com · en.wikipedia.org · en.wikipedia.org · Richards · his force
What is held of his words
Komendant explained that it was actually a shell playing the role of a beam.
On Wikipedia’s Kimbell Art Museum page: Kahn generally called the museum’s roof form a vault, but Komendant explained that it was actually a shell playing the role of a beam. This is Wikipedia reporting his explanation, not his own sentence. The source fetch read the page on 24 September 2026, and the page holds the sentence word for word. The wording this page typed before the fetch is dropped, and the card of what the page does not know names it. en.wikipedia.org
0 sentences of his own held · 1 reported · 4 said of him · of the 8 the page typed, 4 held word for word, 1 unfetched and 3 dropped.
Doors that did not open: 13
- kimbellart.org — answered 403
- sirp.ee — answered 200, but the fetch copied no paragraph from it
- digitalcommons.bucknell.edu — answered 403
- sah-archipedia.org — answered 403
- sah-archipedia.org — answered 403
- keasthood.com — answered 404
- arhitektuurimuuseum.ee — answered 404
- ekabl.ee — answered 200, but the fetch copied no paragraph from it
- openlibrary.org — answered 200, but the fetch copied no paragraph from it
- degruyterbrill.com — answered 202
- openlibrary.org — “18 Years with Architect Louis I. Kahn” (1975), his own book: not digitised or searchable
- degruyterbrill.com — “Miracles in Concrete” (2022), which prints his essays “Design and Its Critical Evaluation” and “Architect-Engineer Relationship” and Oscar Tenreiro’s 1985 interview: in print only
- worldcat.org — “Prestressed Concrete Structures” (1952), his first book: a catalogue record, not the text
08Whose buildingKelle hoone
08 · 1975 — today · Tallinn · 59°26′N 24°45′E
Whose building is it when one drew it and the other worked it out?
A year after Kahn’s death Komendant published “18 Years with Architect Louis I. Kahn”. Maris Mändel, reviewing the Estonian edition in Sirp, writes that Komendant neither looks up at Kahn adoringly nor paints a glossy picture of him: the portrait is friendly and honest, of the kind only somebody who feels himself the sitter’s equal can give. That claim of equality is the heart of the matter.
The daily dynamic is on record in English Wikipedia’s blunt words: Kahn “would pointedly remind Komendant that he was an engineer, not an architect”, while “Komendant in turn delighted in needling Kahn about his lack of engineering knowledge”. The dispute is about a boundary: who is entitled to decide form, and who merely makes it stand up.
On credit the sources point two ways at once, and the page does not choose. Komendant, in the words of Kahn’s biographer Carter Wiseman, which Wikipedia quotes, “was not above expanding on his share of the credit for shared projects”, and Kahn, in Wikipedia’s own words, “found it difficult to share credit with anyone”. These are presented as two halves of one problem rather than as one man’s grievance. The Spanish critic Luis Fernández-Galiano places Komendant in a line with Anne Tyng and Robert Venturi as people whose debts Kahn failed to acknowledge properly — that is a critic’s judgement, not an archival finding.
One superlative this page does not repeat: that he brought prestressed concrete to America. The Minnesota Department of Transportation’s historic bridges survey states that the first major prestressed-concrete bridge in the United States is considered to be Philadelphia’s Walnut Lane Bridge, completed in late 1950 and designed by the Belgian engineer Gustave Magnel with his student Charles Zollman. Komendant only reached America in 1950. Every source read calls him a pioneer; none calls him the first.
The return to Estonia came after his death. In late 2019 his central book appeared in Estonian for the first time, in Epp Aareleid’s translation; in January 2020 the Museum of Estonian Architecture opened the exhibition “Miracles in Concrete”, to which the University of Pennsylvania lent over eighty objects and to which his estate came back from America; in 2022 Birkhäuser published the monograph edited by Carl-Dag Lige. In Sirp, Maris Mändel’s review of the Estonian edition ran under the heading “18 aastat koos Louis Kahniga – paarsada lehekülge ehituspõnevikku” — eighteen years with Louis Kahn, a couple of hundred pages of building thriller; of the exhibition “Ehituskultuuri õppetund: August Komendandi valitud tööd 1934–1988” at Tallinn University of Technology, Karin Paulus wrote in the same weekly in April 2026 under the heading “Komendandist. Mitte küll köitvalt, ent tummiselt” — on Komendant, not captivatingly but substantially.
Wikipedia: August Komendant · Carter Wiseman, “Louis I. Kahn: Beyond Time and Style” (W. W. Norton, 2007), p. 97 — as quoted by English Wikipedia · Luis Fernández-Galiano: Louis Kahn, el presente eterno · Minnesota DOT: prestressed concrete bridges · Maris Mändel in Sirp: “18 aastat koos Louis Kahniga – paarsada lehekülge ehituspõnevikku” · Karin Paulus in Sirp: “Komendandist. Mitte küll köitvalt, ent tummiselt” · Postimees, Apollo Raamatuportaal: “Arhitektuuri kultusraamat ilmus viimaks eesti keeles”
Some sentences of this chapter follow the wording of the English Wikipedia articles linked above, condensed and reworded. Wikipedia’s text is used under CC BY-SA 4.0.
09People and placesInimesed ja kohad
09 · The map
Who proposed the shape, and who made it stand.
The line follows the years: from Nurmsi to Dresden in 1929, Tallinn in 1934, Dresden again in 1944 and Upper Montclair in 1950. From there thin spokes run to the buildings in Philadelphia, La Jolla and Fort Worth — the office’s reach, not moves. Every point is Wikidata’s, with its item and its revision, and Nurmsi, the village he was born in, is a dot of its own now.
-
The Kadriorg Stadium after its new reinforced-concrete grandstand was completed, 1937–1940; architect of the grandstand Elmar Lohk · photo: Hans Voolmann, Estonian History Museum (Eesti Ajaloomuuseum SA), AM F 19157:230, CC0 (as marked on Wikimedia Commons)
-
The Richards and Goddard laboratories on the University of Pennsylvania campus, 2010 · photo: Smallbones, public domain
-
The Salk Institute from its courtyard, La Jolla, 2011 · photo: Carol M. Highsmith, Library of Congress, Prints and Photographs Division, highsm.13139, public domain
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A Kimbell Art Museum vault and its light reflector, 2009 · photo: grabadonut, “kahn kimbell” (Flickr), CC BY-SA 2.0, thumbnail cropped and toned
- Louis I. Kahn Architect; eighteen years · 1901–1974 Born in 1901, when Estonia lay in the Russian Empire, on Saaremaa or in Pärnu — Karin Paulus and Olavi Pesti’s article in Eesti Ekspress (2006) leaves both open. By English Wikipedia’s account Kahn would pointedly remind Komendant that he was an engineer, not an architect, and Komendant needled him back about his lack of engineering knowledge. In the same Eesti Ekspress article the architect Toivo Tammik says the two of them made up the most powerful architect-engineer combination in twentieth-century world architecture. source · arhliit.ee
- Konstantin Zeren Contractor and engineer By Carl-Dag Lige’s account, for years the head of the public works department at the Ministry of Roads. Komendant himself recalled that it was Zeren who steered him towards civil engineering — and it was under Zeren that he had his first jobs, as a foreman and later as a site manager. source
- Kurt Beyer Professor of structural analysis, TH Dresden · 1881–1952 Professor until 1944, which covers the whole of Komendant’s student years. His “Die Statik im Eisenbetonbau” (1927) was so authoritative it was nicknamed the Beyer Bible; TU Dresden still calls its civil engineering building the Beyer-Bau. source
- Willy Gehler Professor and head of materials testing, Dresden · 1876–1953 Directed the building-technology section of the Saxon state materials testing office. TU Dresden’s own page says the competing prestressing systems of Hoyer and Freyssinet were first evaluated in Dresden — and that Gehler is little known today partly because of his Nazi party membership. source
- Elmar Lohk Architect, the Kadriorg Stadium · 1901–1963 Architect of the grandstand. Komendant made the technical drawings and the structural calculations and supervised the work; more recent research names Komendant and the engineer Tarmo Randvee as its main designers. source
- Heinrich Laul Engineer; the deformation calculations for the Kadriorg roof · 1914–2007 Was in close contact with Komendant at the technical university in 1937–1938, when Komendant was reading the reinforced-concrete courses. He went on to become a central figure in Estonian twentieth-century structural engineering himself. source
- Ernst Kesa Architect, the Tartu grain elevator They designed the elevator together in 1939–1940; it was built in 1941. One of the very few of his Estonian works for which both the design years and a named architectural collaborator are on record. source
- Marshall Meyers Kahn’s project architect, the Kimbell It was he who pointed out that a cycloid curve would lower the ceiling and bring other advantages. Kahn then fixed the exact shape in collaboration with Komendant. Three people behind one curve — which is exactly why authorship at the Kimbell is contested. source
- Preston Geren The associated Fort Worth architect, the Kimbell Brought in to keep costs down, he argued the cycloid vaults would be too expensive and pressed for a flat roof. The dispute was settled by a division of responsibility: Geren the foundations and basement, Komendant the upper floors and the shells. source
- Moshe Safdie Architect, Habitat 67 354 modules making 158 dwellings, a suspension system of post-tensioned boxes. Safdie gives the Kahn question a control case: the same engineer, a very different architect, in the same years. source
- Nicholas Gianopulos Co-founder of Keast & Hood; Kahn’s other engineer · 1925–2018 Komendant was not Kahn’s only engineer. Keast & Hood was the structural consultant for Kahn, Venturi and Giurgola, and the firm calls itself engineer of record at Richards with Komendant “in association”. Whether the two ever overlapped, no source found says. source
- Anne Tyng Kahn’s collaborator from 1945 · 1920–2011 The critic Luis Fernández-Galiano writes that between 1945 and 1955 she brought “the abstract order of structural geometry” into Kahn’s work, and calls Kahn’s resistance to acknowledging that debt deplorable. The same shape of grievance as Komendant’s, from the other side of the office — though the sources do not tie her to Richards. source · en.wikipedia.org
- Carl-Dag Lige Architectural historian; curator and editor Began in 2016 the research that asked exactly what nobody knew: what Komendant did in Estonia up to 1944 and what he did abroad. Out of it came the 2020 exhibition and the 2022 monograph. His research field is precisely Estonian architecture and structural engineering, 1918–1944. source
- Kenneth Frampton Architectural historian Singled out the Kadriorg grandstand. That an internationally prominent historian of modern architecture noticed a 1930s Estonian stadium stand is the clearest sign that his Estonian work is not merely local heritage. He also wrote for the 2022 monograph. source
- Merike Komendant Phillips Daughter · s. 1939 Born in Tallinn in 1939, she left with her parents for Germany in 1944 and for America in 1950. She and her brother G. Jüri Komendant gave their father’s drawings, photographs, books and personal effects to Estonia — the foundation of the exhibition and the collection. source
- Mikhail Osanov Bucknell honors thesis, 2014 Reconstructed Komendant’s Kimbell calculations and re-analysed the shells by finite elements. His thesis is where the figures this page’s bench measures itself against come from: six cables at 174 kips, −903 psi at the crown, 37 psi at the edge. source
- Gustave Magnel Belgian engineer; the Walnut Lane Bridge · 1889–1955 He and his student Charles Zollman designed the first major prestressed-concrete bridge in the United States, completed in late 1950. Komendant reached America that same year — and every source calls him a pioneer, none the first. source
Places
-
Nurmsi
A small farming village, today part of Paide municipality; in his childhood, Mäo parish. Its point is Wikidata’s — a village in Paide, Järva County — and the compass, the footer and the map measure from it.
His own Wikidata item gives the place of birth as Mäo. Wikidata Q762422
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Paide
The county town of Järvamaa, in whose municipality the village of Nurmsi lies today. Until the Wikidata fetch gave the village its own point, the compass, the footer and the map measured from here; now they measure from Nurmsi.
-
Dresden
Five years of study, in Beyer’s and Gehler’s school, where the prestressing systems of Hoyer and Freyssinet were first compared. And then back in 1944, to teach — the city burned in February 1945, so that period must have been short.
-
The Dresden technical college
The Saxon technical college, today the Technical University of Dresden, where the Penn archive has him study from 1929 to 1934. Its point is Wikidata’s for today’s university.
-
Tallinn
Where his 1975 book first appeared in Estonian in 2019, and where the Museum of Estonian Architecture opened its exhibition of his work in 2020. Chapter 08 points here.
-
The Kadriorg Stadium
A 12.8-metre cantilevered roof over a stand 51 metres wide, with no front columns, opened in 1938. The best-known thing he built in Estonia, and the one Kenneth Frampton has singled out.
-
The Raadi hangar, Tartu
Built 1935–1936. Tartu’s city heritage page says it carries a prestressed-concrete solution Komendant developed for it; Carl-Dag Lige, in Sirp, calls the Tartu aircraft hangar the earliest known structure in Estonia using steel prestressing in its concrete. Its point is Wikidata’s for the Raadi airfield, whose complex the city page says the hangars belonged to.
-
Tartu
The town of the Raadi hangar, the grain elevator and the water tower on Õpetaja Street, whose tank Komendant calculated.
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Upper Montclair
The New Jersey town where he opened his consulting practice in 1950, and where the sources say he died in 1992 — a place repeated rather than documented. Forty-two years of American practice run from one suburb.
His own Wikidata item gives the place of death as Montclair. Wikidata Q762422
-
Philadelphia
Kahn’s city: the Richards laboratories, and the University of Pennsylvania’s Architectural Archives, which hold Komendant’s papers.
-
The Richards laboratories, Philadelphia
The first multi-storey precast, prestressed, post-tensioned rigid frame in the United States: 1 019 members, the largest offset one sixteenth of an inch. Flawed in use — glare, heat, partitions before move-in day — and decisive in influence.
-
The Architectural Archives, University of Pennsylvania
Holds his papers from 1945 to 1981: drawings and correspondence with Kahn, Safdie and Mitchell/Giurgola, construction and completed-work photographs, the production materials for both books. In 2020 it lent over eighty objects to the Tallinn exhibition. Its point is Wikidata’s for the University of Pennsylvania.
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La Jolla
Where the Salk Institute stands, its laboratory floors carried on his Vierendeel trusses.
-
The Salk Institute, La Jolla
Column-free laboratory floors 65 by 245 feet, carried on nine-foot Vierendeel trusses. To get permission in a seismic zone he put lead-zinc slip plates between each truss and its columns.
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Fort Worth
The Texas city where the Kimbell Art Museum stands.
-
The Kimbell Art Museum, Fort Worth
Sixteen cycloid vaults in units of six, four and six, each a hundred feet long and four inches thick, each on four corner columns. He did not come to the opening. Fifty years on the museum runs a programme called “Komendant and Kahn”.
10TimelineAjajoon
10 · 1906 — 1992
Eighty-five years, and thirty-one after.
34 rows: 7 dated to the day, 3 to the month and 24 only to the year; 6 of them after his death. Choose what to look at and scroll; the line in the margin grows with you and turns grey over the German years.
34 rows 7 to the day 3 to the month 24 to the year 6 after his death
9 958 km 4 counted legs, summed before rounding; rounded one by one, 9 959 km · the longest Dresden → Upper Montclair 6 481 km, 65.1 %
- Nurmsi → Dresden · 1929 1 154 km
- Dresden → Tallinn · 1934 1 162 km
- Tallinn → Dresden · 1944 1 162 km
- Dresden → Upper Montclair · 1950 6 481 km the five German years have no place in the sources; the leg starts at the last one they give
The office’s reach from Upper Montclair: spokes, not legs
- Philadelphia · 128 km
- Fort Worth · 2 238 km
- La Jolla · 3 894 km
The grey band on the thread: 1944 → 1950, six years and 2 192 days, both ends dated only to the year and counted from 1 January; under it, 2 rows (1945 · Five years of broken bridges; 13 February 1945 · Dresden is firebombed).
- 1900s
- 1920s
-
Foreman under Zeren
After his military service, by Carl-Dag Lige’s account as a foreman and later a site manager. Konstantin Zeren steered him towards civil engineering; Lige gives no year, so this row sits at the end of the decade.
source -
The technical college at Dresden
A five-year course, per the Penn archive. The statics of reinforced-concrete structures, out of Kurt Beyer’s textbook.
source
-
- 1930s
-
The degree, and the Ministry of Roads
Graduation and a post at the Estonian Ministry of Roads. The University of Pennsylvania dates the return to 1936; Estonian sources to 1934.
source -
The Raadi hangar
1935–1936. A prestressed-concrete solution developed for this building — the earliest known in Estonia.
source -
Lectures at the technical university
1937–1939. They laid the foundations of a school of concrete shells attached to Tallinn, and taught future engineers new calculation methods.
source -
The Kadriorg grandstand opens
Designed 1936, architect Elmar Lohk. A 12.8-metre cantilevered roof over a stand 51 metres wide.
source -
An Estonian handbook, unfinished
From his own lectures. War and emigration left it unfinished.
source
-
- 1940s
-
The Tartu grain elevator is built
Designed 1939–1940 with the architect Ernst Kesa. The same year saw the opening of the Õpetaja Street water tower, whose tank calculations were his.
source -
Out
Three incompatible versions: shipped out for war projects, emigrated at the war’s start, or fled in the autumn of 1944 with his wife and two children.
source -
Five years of broken bridges
For the US Army, 1945–1950. Studying broken structures became his professional capital.
source -
Dresden is firebombed
The Allied bombing of Dresden begins on the night of 13 February 1945 and destroys the city centre.
source
-
- 1950s
-
Arrival
To New York with his family, and at once his own consulting practice in Upper Montclair, New Jersey — an unusual start for a displaced person.
source -
The Walnut Lane Bridge — not his
The first major prestressed-concrete bridge in the United States was completed in late 1950, designed by Gustave Magnel and Charles Zollman. Komendant reached America that same year.
source -
“Prestressed Concrete Structures”
Two years after arrival, grown straight out of the German bridge work. Later translated into Chinese and Russian.
source -
The collaboration begins
From 1956, if the book title is to be trusted; from the Richards laboratories, 1957. English Wikipedia, as the source fetch read it, says they met in 1956 and names no occasion; the University of Pennsylvania’s School of Design says Kahn asked him that year to consult on a project for a competition in Chicago.
source -
Kahn gets the Richards commission
The Alfred Newton Richards Medical Research Laboratories at the University of Pennsylvania, on which Komendant served as structural consultant — the project the partnership is usually said to begin with. From here to Kahn’s death is seventeen years.
source
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- 1960s
-
The Richards laboratories
1 019 precast members, post-tensioned in three directions. The completion year is given as 1960, 1961 or 1962.
source -
MoMA’s Richards exhibition
Flawed in use, decisive in influence: the building got its own exhibition at the Museum of Modern Art.
source -
The Salk Institute is finished
Nine-foot Vierendeel trusses that make a whole service floor. Four buildings became two, and he re-engineered the lot.
source -
Habitat 67, with Moshe Safdie
354 modules making 158 dwellings, boxes of 70 to 90 tons apiece. The same engineer, a very different architect, in the same years.
source
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- 1970s
-
The Olivetti-Underwood factory
72 prestressed units in an eight-by-nine grid. The structural module is the architecture.
source -
The Kimbell opens — without him
Sixteen cycloid vaults, 120 000 square feet. Komendant deliberately stayed away from the opening ceremonies.
source -
Kahn dies
Eighteen years end. A year later Komendant’s book appears.
source -
“18 Years with Architect Louis I. Kahn”
Maris Mändel in Sirp: a portrait only somebody who feels himself the sitter’s equal can give.
source
-
- 1980s
-
Patent 4 195 453
A modular multi-floor building with vertical post-tensioning — his own system, under his own name.
source -
“Practical Structural Analysis for Architectural Engineering”
Prentice Hall. A fourth book, fifty-three years after the Dresden degree.
source
-
- 1990s
- 2010s
-
The research begins
The Museum of Estonian Architecture, curator Carl-Dag Lige: what he did in Estonia up to 1944 and what he did abroad.
source -
The book in Estonian
“18 aastat arhitekt Louis I. Kahniga”, translated by Epp Aareleid (In Nomine, 2019) — translated into Japanese, Spanish and French long before Estonian.
source
-
- 2020s
-
“Miracles in Concrete”
At the Rotermann Salt Storage from 10 January. The University of Pennsylvania lent over eighty objects; his hat, his site helmet and his pipe were shown too.
source -
The Cultural Endowment’s annual prize
The exhibition won the annual prize for architecture.
source -
“Miracles in Concrete” from Birkhäuser
Edited by Carl-Dag Lige; inside it, Kenneth Frampton’s text and Oscar Tenreiro’s 1985 interview, the only known in-depth interview with him.
source -
The Kimbell symposium
“Komendant and Kahn: Engineer and Architect” — at the museum whose opening he did not attend.
source
-
34 rows; a month-only row is counted from the first of its month and a year-only row from 1 January. The last row is from 2023, 31 years after his death.
11LegacyPärand
11 · What still stands
An archive in Philadelphia, an exhibition in Tallinn, a symposium in Fort Worth.
What has been said of him, what the sources count, what carries his name, and where all of it is written down. And at the end, a list of what this page does not know — longer than usual for this man, because nobody asked these questions before 2016. Every line carries its source.
-
“Kahn determined the exact shape of the vault through his collaboration with a structural engineer, Dr. August E. Komendant.”
-
“What Komendant describes is neither an adoring glance from below nor a glossy journalistic picture, but a friendly and honest portrait, of the kind only a person who feels himself the equal of the one portrayed can give.”
-
“To August whose genius has made my buildings his buildings and are the very ones that have wonder about them.”
One more sentence said of him stands in chapter 08, Whose building, which quotes it with its source — Wikipedia once; it is not printed a second time here.
The record in numbers
9 of the 26 figures are counted from this page’s own files and 17 are typed with their source; each card says which.
-
100 ft
= 30.5 m
30.5 metres. The most consistently repeated structural number for this building; it is also the limit reachable without an expansion joint.
typed, with its source · source · en.wikipedia.org
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4 or 5 in
= 102 or 127 mm
the shell’s thickness, in two different readings 1972
Wendy Lesser says four inches; Wikipedia says five. The Museum of Estonian Architecture says ten centimetres, which is four inches. No source reconciles them — and Lesser adds that the arch thickens towards the crown, so a single figure may describe only one point.
typed, with its source · source · fsgworkinprogress.com
-
300
times longer the span than the shell is thick, in the four-inch reading 1972
The span in inches over the shell’s thickness in inches: the drawing’s proportion, not the structure’s. Wikipedia’s five inches give a smaller figure, and the bench carries both readings. The vault carries its load by its depth, not its thickness — see the next figure.
counted on this page: 1 200 in ÷ 4 in = 300 · source · fsgworkinprogress.com
-
13.4
times longer the span than the vault is deep, in the four-inch, 23-foot reading 1972
The depth is integrated from the cycloid’s own equation, with the crown slot left out. Measured by its depth, the vault has a beam’s proportion — which is how Wikipedia reports Komendant explaining the form. The five-inch, 20-foot reading gives a slenderer figure; the bench carries both.
counted on this page: 30.48 m ÷ 2.279 m = 13.4 · source · fsgworkinprogress.com
-
1 044 kip
= 4.644 MN
of jacking force: six cables at 174 kips each 1969
4.64 MN. Each cable 0.98 square inches. Osanov’s 2014 thesis reconstructs Komendant’s own calculations; the Museum of Estonian Architecture says three cables per shell, which is a separate conflict.
counted on this page: 6 × 174 = 1 044 · source · digitalcommons.bucknell.edu
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35
of this page’s Grade 270 strands to carry his jacking force 1969
His own six cables of 0.98 square inches are not strands of a named grade: no source gives his steel, so the strand’s grade and area are this page’s own. Counted up, not rounded: one strand fewer would fall short of the force.
counted on this page: 4.644 MN ÷ (1 860 MPa × 0.74 × 98.7 mm²) = 34.18 → 35 · source · digitalcommons.bucknell.edu
-
3.19–8.83 MN
the window of jacking force in which the shell neither cracks nor crushes, a week after the pour 1972
Below it the load opens the bottom; above it the force itself opens the top, most easily at transfer, when the week-old concrete is still weak. The week is the Kimbell’s own page; the strength curve (ACI 209) is this page’s assumption, since no source gives the cement. His force lies inside it.
counted on this page: the bench’s arithmetic at 7 days: 3.19–8.83 MN · source · kimbellart.org
-
1
week of curing before the cables were tightened 1972
The Kimbell’s own page: after the concrete had hardened for a week, hydraulic jacks tightened the cables. It is the only curing figure found for these shells.
typed, with its source · source · kimbellart.org
-
5 000 psi
= 34.47 MPa
the design strength of the concrete 1969
34.5 MPa. A high design strength for American construction in 1969–1972, and consistent with his lifelong insistence on high-strength concrete for prestressed work. It is also the figure the bench on this page computes with.
typed, with its source · source · digitalcommons.bucknell.edu
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−903 psi
= −6.23 MPa
of compression at the crown, as Komendant predicted it 1969
−6.23 MPa. At the edge he predicted 37 psi of tension, which is +0.26 MPa — very nearly zero. That is how tightly the post-tensioning was tuned.
typed, with its source · source · digitalcommons.bucknell.edu
-
+37 psi
= +0.255 MPa
of tension at the shell’s edge, as Komendant predicted it 1969
+0.26 MPa — very nearly zero. Of his stresses and deflections it is the only one this page fits anything to: the tendon’s depth at midspan, 371 mm below the centroid, because no source gives the tendon’s profile.
typed, with its source · source · digitalcommons.bucknell.edu
-
−0.3814 in
= −9.688 mm
of deflection after the prestress losses 1969
9.69 mm. Before losses he predicted −0.152 in, which is 3.86 mm. It is the only figure found that quantifies the effect of losses on this shell.
typed, with its source · source · digitalcommons.bucknell.edu
-
−0.152 in
= −3.86 mm
of deflection before the prestress losses 1969
3.86 mm. After the losses it grows to −0.3814 in. Losing prestress can only let the shell sag, so this page reads his minus sign as downward.
typed, with its source · source · digitalcommons.bucknell.edu
-
4 700 kip·ft
= 6 372 kN·m
of design moment 1969
6 372 kN·m. Osanov gives the support reaction as 90.5 kips, or 402.6 kN, without saying whether a support is an end of the span or a corner of the shell. Read per end, two supports carry the shell; read per corner, four do, and the load his reaction implies doubles. Two readings that are not the same number; the ledger under the bench prints both, and this page does not choose.
typed, with its source · source · digitalcommons.bucknell.edu
-
90.5 kip
= 403 kN
of support reaction 1969
402.6 kN per support, as Osanov records it. Whether a support is an end of the span or a corner of the shell the source does not say; this page shows both readings and does not choose.
typed, with its source · source · digitalcommons.bucknell.edu
-
16
cycloid vaults, in units of six, four and six 1972
They enclose 120 000 square feet, or 11 150 square metres. Behind the crown slot, concrete struts at ten-foot intervals.
counted on this page: 6 + 4 + 6 = 16 · source · en.wikipedia.org
-
1 019
precast members in the Richards laboratories 1960–1962
Post-tensioned in three directions. In the finished frame the largest offset between any two elements was one sixteenth of an inch — 1.6 mm. The completion year is given as 1960, 1961 or 1962; this page does not choose.
typed, with its source · source · en.wikipedia.org
-
9 ft
= 2.74 m
of depth in the Salk Vierendeel trusses 1965
2.7 metres, spanning about 19.8 metres. Deep enough to hold a whole interstitial service floor. The span is given as either 62 or 65 feet, depending on the source.
typed, with its source · source · sah-archipedia.org
-
65 × 245 ft
= 19.8 × 74.7 m
of column-free laboratory floor 1965
About 16 000 square feet a floor. To get a rigid concrete frame permitted in a seismic zone he put lead-zinc slip plates between each truss and its adjacent columns and left the tendons through the columns relatively loose.
typed, with its source · source · docomomo-us.org
-
72
prestressed units in the Olivetti factory roof 1970
In an eight-by-nine grid, each shell six inches thick and sixty feet across. Komendant optimised the prestressing to make the structure look lighter.
counted on this page: 8 × 9 = 72 · source · en.wikipedia.org
-
354
modules in Habitat 67, making 158 dwellings 1967
Boxes 38 × 17 × 10 feet, 70 to 90 tons apiece, walls 5 to 12 inches. With Moshe Safdie rather than Kahn: the same engineer, a very different architect, in the same years.
typed, with its source · source · grahamfoundation.org
-
18
years with Kahn — counting from 1956 1974
Counted from the Richards laboratories, commissioned in 1957, it comes to seventeen. English Wikipedia, as the source fetch read it, says they met in 1956 and names no occasion; the University of Pennsylvania’s School of Design says Kahn asked him that year to consult on a project for a competition in Chicago.
counted on this page: 1974 − 1956 = 18 · source · en.wikipedia.org
-
12.8 m
of cantilever over the Kadriorg grandstand 1938
The stand is 51 metres wide and no front column carries the roof. Estonian sources put it among the largest in the world at the time; Kenneth Frampton has singled it out. Maris Suits and Carl-Dag Lige report in Sirp that current research names him and Tarmo Randvee together as its main designers.
typed, with its source · source · en.wikipedia.org
-
500 m³
of water in the Õpetaja Street tower’s tank 1941
A two-part reinforced-concrete reservoir, 7 metres deep, its floor 23.5 metres above the ground. The working drawings were the engineer Hans Tari’s; the calculations for the tank itself were Komendant’s. Full, its water weighs 4.90 MN — this page’s arithmetic, at 1 000 kilograms a cubic metre.
counted on this page: 500 m³ × 1 000 kg/m³ × 9.807 m/s² = 4.90 MN · source · tartu.postimees.ee
-
about 40
reinforced-concrete buildings in Estonia before 1944 1944
A fifth of a life’s work, done in one decade. The figures 40, 15 and over 200 describe three different scopes — the Estonian pre-war output, the Kahn partnership and the lifetime total — and are often quoted side by side without their scopes attached.
typed, with its source · source · tartu.postimees.ee
-
over 200
The figure in the Estonian biographical lexicon of art and architecture, repeated in the description of Carl-Dag Lige’s monograph. Some designed alone, some with architects and other engineers.
typed, with its source · source · arhitektuurimuuseum.ee
Honours and memory
- 1930s Candidate for the chair at Tallinn the reviewers Oskar Martin and Vladimir Paavel assessed him positively; the professorship was never filled
- 1961 A MoMA exhibition on the Richards laboratories the Museum of Modern Art, New York
- 1980 US patent 4 195 453 a modular building with vertical post-tensioning
- 2018 A Graham Foundation research grant Carl-Dag Lige: “Structure & Beauty”
- 2020 The Cultural Endowment’s annual prize for architecture for the exhibition “Miracles in Concrete”
- 2023 The Kimbell’s public programme “Komendant and Kahn” the museum whose opening he did not attend
In his name
- The August Komendant collection, Museum of Estonian Architecture His children, Merike Komendant Phillips and G. Jüri Komendant, sent their father’s belongings from their American homes, and these became the foundation of the collection; at the family’s wish part of the books, drawings and personal effects went to the library and museum of Tallinn University of Technology, to which Martin Komendant, a grandson of his brother Johannes, gave the lecture notes, the manuscript of the reinforced-concrete handbook and the papers of the 1930s. The war-years documents, if they survive, are in those holdings rather than online.
- The August E. Komendant collection, University of Pennsylvania His professional practice from 1945 to 1981: drawings and correspondence with Kahn, Safdie and Mitchell/Giurgola, construction photographs, the production materials for both books. The obvious primary source for settling questions of division of labour and credit.
- Philadelphia’s Roundhouse The former Philadelphia Police Administration Building (1959–1962). The register of Docomomo US, describing its precast, prestressed concrete system: “Engineered by August Komendant as one of the first of its kind in the country”. An example of his name surviving in American documents outside the Kahn projects.
Written about him
- 2022 Miracles in Concrete: Structural Engineer August Komendant ed. Carl-Dag Lige. Birkhäuser with the Museum of Estonian Architecture. The first comprehensive account, covering the Estonian and German years that English sources otherwise skip. Inside it, Kenneth Frampton’s text and Oscar Tenreiro’s 1985 interview — the only known in-depth interview with him.
- 2022 Betoonist võlutud. Ehitusinsener August Komendant Carl-Dag Lige. The Estonian edition and exhibition catalogue. A career from the 1930s to the 1980s and more than two hundred projects; most of its roughly five hundred illustrations appeared there for the first time. Anyone wanting the full list of his Estonian structures has to go to this book.
- 1975 18 Years with Architect Louis I. Kahn August E. Komendant. Aloray, Englewood, New Jersey. Published a year after Kahn’s death. Not digitised or searchable; into Estonian only in 2019 — “18 aastat arhitekt Louis I. Kahniga”, translated by Epp Aareleid, In Nomine — long after Japanese, Spanish and French.
- 2014 Structural Analysis of the Kimbell Art Museum Shells Mikhail Osanov. A Bucknell University honors thesis that reconstructs Komendant’s own design calculations and re-analyses the shells in ADINA. Every figure this page’s bench measures itself against comes from it.
- 1952 Prestressed Concrete Structures August E. Komendant. McGraw-Hill, two years after he reached America. The Penn archives say it grew directly out of his experience rebuilding war-damaged German bridges. Translated into Chinese and Russian.
- 1972 Contemporary Concrete Structures August E. Komendant. McGraw-Hill. A second major technical book twenty years on, in the same year the Kimbell opened.
- 2019 Julgus liigutada piire Carl-Dag Lige. Sirp, 10 May 2019. The fullest Estonian account read here of the Dresden years, the Estonian decade and the German period.
- 2023 Review: Miracles in Concrete Journal of the Society of Architectural Historians. Volume 82, issue 3, p. 348. A peer-reviewed review is a useful check on how historians received the book’s account; the review itself could not be opened.
What this page does not know
Two countries, two wars, two languages and a life’s work whose most important questions nobody had even asked until 2016. What follows is not modesty but a list: each line is a place where the sources parted or fell silent, and which this page therefore does not assert.
- Whether he was a doctor. In American architectural circles he was routinely addressed as “Dr. Komendant”, yet no source reached here names a degree or a dissertation. One search result claimed that in the autumn of 1944 he still hoped to finish a doctorate under Kurt Beyer; the page behind it could not be opened. en.wikipedia.org, kimbellart.org
- How he got to Germany in 1944. English Wikipedia says he was shipped out for war projects; the Museum of Architecture’s exhibition text says he emigrated at the start of the war; Carl-Dag Lige in Sirp and Estonian World say he fled with his wife and two children. No source gives a month or a route. en.wikipedia.org, arhitektuurimuuseum.ee, sirp.ee, estonianworld.com
- Whether he came to the US Army through General Patton. The story circulates widely. English Wikipedia tells it with a footnote to Carter Wiseman’s biography of Kahn (2007, p. 96), and gives the bridge anecdote in it as Komendant’s own account; no archival or institutional source confirms it. The documented core is five years of bridge reconstruction, not an internment and a recruitment. en.wikipedia.org
- What exactly he did in Germany between 1945 and 1950. Carl-Dag Lige writes in Sirp that he worked for the US Army for five years, helping to rebuild bridges and other infrastructure; no source read here names the unit or the place. sirp.ee
- Who the engineer of Richards was. Popular accounts say Komendant; the firm Keast & Hood calls itself engineer of record with Komendant “in association”. And the completion year is given as 1960, 1961 or 1962. keasthood.com (archived), en.wikipedia.org
- How thick the Kimbell shell is. Four inches (Wendy Lesser), five inches (Wikipedia), or ten centimetres, which is four inches (the Museum of Estonian Architecture). Lesser adds that the arch thickens towards the crown, so a single figure may describe only one point. This page’s bench carries both readings as separate members. fsgworkinprogress.com, en.wikipedia.org, arhitektuurimuuseum.ee, architecturelab.net
- How wide each vault is, and how wide the crown slot. Wikipedia, SAH Archipedia and the contractor give 20 feet; 23 feet is reported for the Kimbell’s own page, yet the same research elsewhere reads that page as printing 20 and could not pin 23 feet to any page — this page’s four-inch reading carries 23 feet all the same, and the five-inch reading 20. For the slot the only citable figure is 15 inches; the three-foot figure that circulates elsewhere could not be attached to any source. kimbellart.org, en.wikipedia.org, sah-archipedia.org, architecturelab.net
- How many cables are in a shell. Osanov’s thesis reconstructs six; the Museum of Estonian Architecture’s exhibition text says three. The tendon profile — how deep it runs at midspan — no source gives, and this page’s bench chooses it itself, by fitting Komendant’s published edge tension. digitalcommons.bucknell.edu, arhitektuurimuuseum.ee
- How many projects he had altogether. Forty (Estonia before 1944), at least fifteen (with Kahn), more than two hundred (the lifetime). Three different scopes, routinely quoted side by side without their scopes attached — which is how one career gets both inflated and shrunk in the same paragraph. sirp.ee, tartu.postimees.ee, blogs.lt.vt.edu (archived)
- Whether he was professor at the University of Pennsylvania from 1959 to 1974, or simply “a professor”. One Wikipedia page gives years that bracket the Kahn period exactly; another gives none, and no university source that would adjudicate was reached. en.wikipedia.org, en.wikipedia.org
- What his own book actually says. “18 Years with Architect Louis I. Kahn” is not digitised or searchable, which is why the unsparing passages attributed to it are so hard to verify at second hand. There is not one sentence from that book on this page. openlibrary.org
- Whether the cycloid’s shape is Meyers’s, Kahn’s or Komendant’s. The Kimbell’s own page gives the idea to Kahn and the shape to the collaboration; another source says the project architect Marshall Meyers pointed to the curve. Three people for one curve, and no page reached carries Komendant’s own counter-claim. kimbellart.org, en.wikipedia.org
Counted, not written: these lines come from the page’s own files
- 4 photographs of his buildings, each with the licence the source fetch read in its Commons record (5 Commons searches, 4 licences); none of him — the search for his name found no picture of him on Commons. Photographs of him and of his work are held by the University of Pennsylvania’s Architectural Archives (photographs of construction and of completed works) and the Museum of Estonian Architecture (over two hundred photographs in the 2020 exhibition).
- 0 sentences of his own held · 1 reported · 4 said of him · of the 8 the page typed, 4 held word for word, 1 unfetched and 3 dropped: no sentence is held word for word from his own mouth; 1 is a second-hand report, and 4 are other people’s words about him.
- 3 sentences the page had typed are dropped: the source fetch read their pages and they are not on them in the form the page typed — “Komendant explained that the form was really a shell acting …” (en.wikipedia.org), “Komendant was not above expanding on his share of the …” (en.wikipedia.org) and “Kahn failed properly to acknowledge his debt to Anne Tyng, …” (arquitecturaviva.com). They no longer stand on the stage or among the words said of him.
- 7 of the 34 timeline rows are dated to the day, 3 to the month and 24 to the year.
- 0 places await the Wikidata check and 0 stand on no point: all 16 carry Wikidata’s item and revision, read on 24 September 2026. His own item (Q762422): place of birth Mäo, place of death Montclair, no burial — where the page’s rows say Nurmsi and Upper Montclair. And no source names his grave.
- 0 videos: there is no film of him on the page, and the research found no documentary about him, only the museum’s own video tour of the 2020 exhibition.
- 9 of the 26 figures are counted on this page from its own files; 17 are typed, with their source.
- 1 parameter is fitted rather than sourced: the tendon runs 371 mm below the centroid at midspan, chosen so that the bottom fibre lands on his +37 psi, which is +0.255 MPa (the page’s arithmetic gives +0.260). His crown stress and his deflection are then checks, not fits.
- 9 numbers are this page’s own, not a source’s: 2 kN/m of load on top of the self-weight (the bench, the hero, the ledger); 15 % of long-term loss, a rule of thumb (the bench, the ledger); the ACI 209 strength curve, 0.70 f′c at 7 days, since no source gives the cement (the bench, the hero, the window figure); Grade 270 strand jacked to 0.74 of 1 860 MPa (the strand count); 98.7 mm² a strand (the strand count); 25 mm of concrete under the tendon (the drape’s limit on the bench); 75 kg a person (the hero’s crowd); the tendon’s depth at the anchorages at 0.35 of the midspan one (the bench, the hero); 2 400 kg/m³ of concrete (the self-weight everywhere).
- 3 of his 7 figures the page’s arithmetic does not reproduce in its opening state: the deflection before losses, 7.54 mm against his 3.86 mm; the design moment, 2 607 kN·m against his 6 372 kN·m; the support reaction, 342.1 kN an end or 171.1 kN a corner against his 402.6 kN. The ledger under the bench prints all seven.
- 2 places where this page’s own research contradicts itself; the page prints each reading beside what the source fetch read, and unverified where the page did not open to the fetch: the first meeting — one item says 1956, when Kahn asked him to consult on a Chicago competition entry, and the research’s own gap says nothing documents a date or an occasion of first contact; the source fetch read Wikipedia saying 1956 and naming no occasion, and the University of Pennsylvania’s School of Design saying 1956 and a competition in Chicago; the vault’s width on the Kimbell’s own page — one item reads 23 feet there, two items read the same page as 20 feet, and a gap says 23 feet could not be pinned to any page.
- 13 doors did not open: to the source fetch, kimbellart.org (403), sirp.ee (200, no paragraph copied), digitalcommons.bucknell.edu (403), sah-archipedia.org (403), sah-archipedia.org (403), keasthood.com (404), arhitektuurimuuseum.ee (404), ekabl.ee (200, no paragraph copied), openlibrary.org (200, no paragraph copied) and degruyterbrill.com (202); and the pages the research could not read either, which the fetch did not try: openlibrary.org, degruyterbrill.com and worldcat.org.
- 139 checks hold the arithmetic every instrument on the page runs on (scripts/komendant/check-prestress.mjs); the page’s own last green run made 584 and broke the page on purpose 51 times to see them fail.
- 8 of the 12 lines above are places where the sources part, and the page shows both sides; the other 4 are places where they fall silent.
What is not claimed here: that he brought prestressed concrete to America — the Walnut Lane Bridge was finished in late 1950 to Gustave Magnel and Charles Zollman’s design, the same year Komendant arrived; that Kahn was his only architect — Habitat 67 is with Moshe Safdie and gives the whole Kahn question a control case; that every Kahn building has him behind it — Witold Rybczynski, in his review “Genius in Concrete” (The New York Review of Books, 10 May 2007), names Bryn Mawr, Exeter and the Yale Center as buildings where Kahn did not work with him; or that the credit was his. English Wikipedia says that Kahn found it hard to share credit, and quotes Kahn’s biographer Carter Wiseman, by whose account Komendant was not above expanding his own share of it.
Sources and further reading
- Wikipedia: August Komendant
- UPenn Architectural Archives: August E. Komendant collection
- Carl-Dag Lige in Sirp: “Julgus liigutada piire”
- Museum of Estonian Architecture: “Miracles in Concrete”
- Kimbell Art Museum: the Kahn Building in Detail
- Mikhail Osanov, Bucknell honors thesis (2014)
- SAH Archipedia: Salk Institute
- Keast & Hood: Richards Medical Laboratory
- TU Dresden: Kurt Beyer and Willy Gehler
- Museum of Estonian Architecture: the Kadriorg Stadium
- The city of Tartu: the Raadi aircraft hangars
- Minnesota DOT: prestressed concrete bridges
- Birkhäuser: Miracles in Concrete
- Witold Rybczynski in The New York Review of Books: “Genius in Concrete” (10 May 2007)
In places the cards of the people and the rows of the timeline follow English Wikipedia’s wording too — condensed and reworded, under CC BY-SA 4.0.