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Fallingwater

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Fallingwater is a house Frank Lloyd Wright designed in 1935 for Edgar and Liliane Kaufmann as a weekend retreat in the Laurel Highlands of southwestern Pennsylvania, built directly over a waterfall on Bear Run rather than facing it from the bank, so the house and the falling water are experienced as one continuous structure. Its reinforced-concrete terraces cantilever out over the stream on stone piers quarried from the site itself, and Time magazine placed it on its cover the year it was completed, calling it Wright's most beautiful job. The design has been widely called the best all-time work of American architecture, and it is now a National Historic Landmark operated as a house museum by the Western Pennsylvania Conservancy, which has owned the property since Edgar Kaufmann Jr. donated it in 1963.

The cantilevers began to sag almost as soon as the forms were struck: engineer Mendel Glickman had omitted negative reinforcing steel from the beam design, and although the contractor privately doubled the specified reinforcement after his own engineer raised the alarm, he failed to build in the pre-cambers Wright's office had called for, so the terraces still deflected. By the late 1980s the main terrace had sagged as much as seven inches, and in 2001 the engineer Robert Silman completed a six-month, four-million-dollar post-tensioning repair, threading steel cables through the original beams to arrest further movement without altering the visible structure. The house remains a working demonstration of both the risk and the achievement of Wright's engineering ambition on this scale.

Facts
Location
Mill Run, Stewart Township, Fayette County, Pennsylvania, United States 1
Architectural Style
Organic architecture, the house cantilevered directly over the waterfall of Bear Run rather than facing it, so the sound and motion of the falling water are lived with rather than viewed from a distance. 1
Structural System
Reinforced concrete cantilevered terraces carried on stone piers, with steel-framed glazing at every corner. 1
Primary Material
Locally quarried Pottsville sandstone, reinforced concrete, steel and plate glass, with black walnut interior woodwork. 1
Building Type
House museum (private weekend residence, now a public house museum) 1
Commissioned By
Edgar J. Kaufmann Sr. and Liliane Kaufmann, as a weekend retreat for their department-store-owning family 1
Construction
from 1936 1
Floor Area (sqm)
495.2 1
Main house only: 2,885 sq ft interior plus 2,445 sq ft terraces, 5,330 sq ft total (495.2 sqm); the separate 1939 guest wing adds further area not included in this figure.
UNESCO Inscription Year
2019 2
One of eight Wright buildings inscribed together as The 20th-Century Architecture of Frank Lloyd Wright, World Heritage Committee session in Baku, Azerbaijan, July 7, 2019.
Current Use
House museum with guided tours, owned and operated by the Western Pennsylvania Conservancy since 1963 1
Visitor Access
Open to the public on guided tours since July 1964, capped at roughly 135,000 visitors per year; open seasonally. 1
Learn More
The Beam Glickman Forgot: How Fallingwater Nearly Fell

When the wooden forms came off Fallingwater's first cantilevered terrace in 1936, the concrete deflected an inch and three quarters, far more than a design this ambitious should have allowed. Mendel Glickman, the engineer Frank Lloyd Wright had trusted with the calculations, is said to have exclaimed on hearing the news, "Oh my God, I forgot the negative reinforcing." He had left out steel needed to resist tension in the top of the beam, a basic omission dressed up in an otherwise daring design.

The contractor building the house, himself a trained engineer, had caught a version of the problem earlier. Looking at Wright's drawings, he calculated the specified eight reinforcing bars were at least fifty percent under strength for a cantilever of this span, and he raised the alarm with the client, Edgar Kaufmann Sr. Rather than confronting Wright directly, the contractor quietly doubled the reinforcement before the concrete was poured, protecting the house without waiting for an argument he expected to lose.

He should have expected the argument, because Wright got wind of the change anyway and was furious, not grateful. He wrote to Kaufmann in terms that made the stakes plain: "I have put so much more into this house than you or any client has a right to expect that if I haven't your confidence, to hell with the whole thing." It fell to Kaufmann to calm his architect down so construction could continue, a strange position for a client whose engineer had just quietly saved the project from its own architect's mistake.

Doubling the steel did not fully solve the problem, because the contractor had not built in the pre-cambers, a slight upward curve poured into the formwork to offset expected sag, that Wright's own office had specified. The terraces still deflected once they carried their own weight, just less than they would have otherwise, and the sagging continued slowly for decades: by the late 1980s the main terrace had dropped as much as seven inches from level. In 2001, the engineer Robert Silman completed a six-month, four-million-dollar repair, threading post-tensioning steel cables through the original 1936 beams to arrest the movement for good, without changing anything visible about the house Wright had designed.

Historians have mostly been gentle with Wright about all of this. Michael Sorkin argued the flaw does not diminish what may be the best house ever designed, and Robert A. M. Stern made a similar point about experimental architecture more generally: working at the edge of what is structurally possible means accepting real risk, and Fallingwater is still standing, drawing visitors by the hundred thousand each year, seventy years after it nearly did not.

Cross-Tradition Connections

Created By

Source Wikipedia

In Form

Source Gardner's Art Through the AgesFred S. Kleiner (after Helen Gardner)

In Movement

Source Wikipedia
In the Other Atlases
Sources
1. Wikipedia
Wikimedia FoundationFallingwaterView the Source
2. UNESCO World Heritage Centre
UNESCOThe 20th-Century Architecture of Frank Lloyd Wright, inscribed 2019View the Source
Penn State Architectural Engineering, AE Failures Case Studies
Penn State Architectural EngineeringAE Failures Case Studies, Fallingwater
Gardner's Art Through the Ages
Fred S. Kleiner (after Helen Gardner), Cengage LearningIn Form: Architecture, chapters on architectural history across periods
Dissenting Readings (1 dissenting reading)
Structural System

Responsibility for Fallingwater's early structural distress is genuinely disputed. Wright's own engineer, Mendel Glickman, omitted negative reinforcing steel from the cantilever beam design, and on learning of the resulting deflection reportedly said "Oh my God, I forgot the negative reinforcing." The contractor, himself an engineer, separately calculated the specified eight reinforcing bars as at least fifty percent under-strength, raised the concern with the client Edgar Kaufmann, and privately doubled the steel before pouring, but did not build in the pre-cambers Wright's office had called for, so the terraces still deflected once the forms were struck. Wright himself, informed of the contractor's changes, wrote angrily to Kaufmann that he had "put so much more into this house than you or any client has a right to expect," treating the correction as an insult to his design rather than a needed fix, and Kaufmann had to smooth over the dispute before construction could continue. Later architects and historians have largely sided with Wright's underlying design rather than his engineer's arithmetic: Michael Sorkin and Robert A. M. Stern both argued the flaw does not diminish an experimental building operating, in Stern's words, ahead of the curve. The 2001 Silman post-tensioning repair addressed the deflection permanently without needing to settle who was most at fault.

A dissenting reading, from Mendel Glickman, Wright's own structural engineer, and the reinforced-concrete contractor's engineer, per the documentedPenn State Architectural Engineering, AE Failures Case Studies, Penn State Architectural Engineering

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