SAN JOSÉ STATE UNIVERSITY
ECONOMICS DEPARTMENT
Thayer Watkins

Building Heights and Building Costs

The basic problem in the increasing cost of building heights is that a higher building requires a stronger, broader and heavier understructure which adds to the cost of each floor below. There are two problems that require strength:

For now only the compressive strength of the building will be considered.

Let Wn be the weight of the structure on or above the n-th floor of a building. Likewise let An be the area of the n-th floor. Suppose the design criterion is that Wn/An has to be equal to k.

Wn = Wn+1 + aAn where a is the weight per unit area. Note that necessarily a<k because otherwise there would be no way to meet the requirement that the weight per unit area be equal to k.

Since An=Wn/k the pertinent relationship is:

(1-a/k)Wn = Wn+1

This means that:

Wn = bN-nWN

where b = 1/(1-a/k) and N is the top floor of the building. Since An = Wn/a:

An = bN-nAN

If the cross-section of the building is rectangular then the width and depth of the building are given by:

Ln = [b1/2]N-nLN

where L is any linear cross-sectional dimension. The total area of the building TN is the sum of the area of the separate floors; i.e.,

TN = A1 + A2 + ... + AN ==
AN[bN-1 + bN-2 + ... + 1] =
AN(bN-1)/(b-1).

The total cost of the building , CN, is proportional to W1 and thus proportional to A1. The relation is:

CN = cW1 = caA1
=caANbN-1.

The cost per unit area is then:

CN/TN = bN-1(b-1)/[bN-1]
= (1 - 1/b)/(1 - b-N)

Let us consider a numerical example.Suppose a=100 lbs/sq.ft and k=400 lbs/sq.ft. This means that b = 1/.75 = 1.333. Consider a ten floor building with the top floor 100 feet wide and 100 feet deep. Given the above values for a and k the dimensions of the building would be:

FloorAreaWidth
1133183365
299887316
374915274
456187237
542140205
631605178
723704154
817778133
913333115
1010,000100

For a building in which the ratio a/k=10 the profile is as follows:

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