image ARCH 262 Bldg. Tech. Mat'ls & Methods
Assignment #3, Fall 2004
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Assign #3: Sealant Joint and Heat Loss Calculations
assigned: Nov. 1, 2004; due: Nov. 15, 2004
assign3 image

Part I, Sealant Joint Calculation. For the wall panel shown above:

  • Draw a sealant joint detail section cut through a horizontal joint (drawn to scale: full size) showing 4"-thick brick veneer, sealant, backup rod, and bond breaker; and indicating the dimensions - depth and width (use 1/8" increments) - of the sealant joint.

  • Calculate sealant joint width:
    • length between horizontal sealant joints (panel dimension) = 12'
    • air temperature range is from -0 to +90 degrees F.
    • movement capability of 50%
    • cladding material expands over time by 2/100 of 1% (i.e., 0.0002 x original length) due to moisture absorption
    • maximum structural movement (story drift) is 1/8"
    • expect deviations in the panel alignment (construction tolerance) of 3/16"
    • neglect the impact of the glass opening; assume the entire exterior surface is brick for the purpose of this sealant joint calculation
    • For preliminary sizing, use: W = (100/X)[eL(DT) + M] + t; where:
      • W = required width of sealant joint;
      • X = % movement capability of sealant, i.e., 50;
      • e = coefficient of expansion of building "skin" material to be sealed = 0.0000036 (see below for examples);
      • DT = annual range between extreme temperatures (assume 130 degrees F if not known; in this case, use 90 degrees F);
      • L = length of cladding panels between vertical joints (i.e., joint spacing) = 12'
      • M = total anticipated nonthermal movement due to structural deflection, creep, moisture movement, etc.;
      • t = construction tolerance.

      Note: it is important that units are consistent. Convert all dimensions to inch units.

Coefficients of Expansion of Common Building Materials (in/in/degree F)

Wood
  • Douglas Fir (parallel to grain) 0.0000021
  • Douglas Fir (perp. to grain) 0.000032
  • Pine (parallel to grain) 0.0000030
  • Pine (perp. to grain) 0.000019
Masonry
  • Limestone 0.0000044
  • Granite 0.0000047
  • Marble 0.0000073
  • Brick (average) 0.0000036
  • Concrete Masonry Units 0.0000052
Concrete
  • Normal weight concrete 0.0000055
Metals
  • Steel 0.0000065
  • Stainless Steel (18-8) 0.0000099
  • Aluminum 0.0000128
  • Copper 0.0000093
Finishes
  • Gypsum board 0.000009
  • Gypsum plaster, sand 0.000007
  • Glass 0.000005
  • Acrylic glazing 0.000041
  • Polycarbonate glazing 0.000044
  • Polyethylene 0.000085
  • PVC (vinyl) 0.000040
Part II, Heat Loss calculation. For the 30' x 12' exterior cladding panel shown above:

Find the total energy loss (BTU/hr) for just the wall panel shown above (including glass), assuming an outdoor temperature of 0 degrees F, and an indoor temperature of 70 degrees F. You can either find the average U-value for the wall and window, or compute separately the heat loss (BTU/hr) for wall and window and add together.

Also note that the heat flow, or total energy loss, expressed in BTU/hr, is given by the expression:

Q = U x A x (temperature differential); where U is the heat loss for each square foot of surface area with 1-degree F temperature differential, A is the total area of the panel (including both the wall and window area), and the temperature differential is 70 degrees F.

Window type

  • double glazed with R=2.04; each panel contains two 6' x 4' windows.

Academic Integrity:
"Course Assignments. Students are encouraged to discuss the content of a course among themselves and to help each other to master it, but no student should receive help in doing a course assignment that is meant to test what he or she can do without help from others. Representing another's work as one's own is plagiarism and a violation of this Code. If materials are taken from published sources the student must clearly and completely cite the source of such materials."
--From the "Code of Academic Integrity," Policy Notebook for Cornell Community, Aug. 1998-99, p.78

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last updated: 31 October 2003

Copyright 2003 J. Ochshorn. All rights reserved. Republishing material on this web site, whether in print or on another web site, in whole or in part, is not permitted without advance permission of the author.