Document 8OeEOwR3EXMg1ekEav4z3p29d

American Society of Heating and Ventilating Engineers Guide, 1931 Table . 28. Coefficients of Transmission (U) of Concrete Construction Floors on Ground a Note.-r-These coefficients are expressed in B.t.u. per hour per square foot per 1 deg. fahr. DIFFERENCE IN TEMPERATURE BETWEEN THE GROUND AND THE AIR OVER THE FLOOR AND ARE BASED ON STILL*AIR (NO WIND) CONDITIONS. The values of U inthisTable are basedon thefollowinq Internal Conductivities or Conductances which are expressed in B.t.u. per Ur. per Sq.Ft. per \*f* Tile or Terrajjfo 10.00 per l" Concrete (Stone 1:2:4- mix) 8.SO per I" Cinder Concrete 5".2.0 perl* Wood (Yellow Pine} 1*00 per T Wood (Maple) . 1.20 per I* E.iqid Insulation (Boardform) 0.35 per I* Cork, board 0.30 per l* Typical Construction ^ Flooring YThick.ness of Insulation in Inches where specified 3>*Cinder Concrete Insulation between 2. biembrane ^ water proofinq Courses b Type of Type of Floorincj 3wV- Insulation C(Binetdweere4nStone Concrete) , > .. _t0Vucsf/l* x: VJo Floormq P Yellow Pine (Concrete bare] Floortnq on CQc>:' Wood Sleepers embedded, in Concrete c o -- Maple or Oak. T Terraco floonnqon 1" or Tile Yellow Pine Sub- Floormq on floonnq on Wood Concrete. Sleepers embedded in.Concrete 2 p A. B c0 i Mo Insulation . 0* 4' 0.556 0.388 0.308 0.526 i] o' 5' . .0.521 0.370 0.277 0.495 3 o' 6` 0.490 0.355 0.284, 0.44,7 4; o' 8 0.439 0.327 0.24,8 0.420 5 Ciqid Insulation r 4" (Boardform) - (o' i' 5 0.207 : 0.202 0.178 0.174 0.159 0.154, 0.203 a 198 1: - r < o.m 0.171 0.153 0J93 -8- f 8 0.188 - 0.164 0.148 0.185 9 Corkboard It 4' .0.118 0.108 0.101 0.117 10 2 .5* 0.U6 0.107 : 0.100 0.115 V U. t O' 0.U5 0.105 0.098 0.113 12 .2* 8* 0.U2 o.io3 : 0.094> O.UO ^Assume ground temperature to be 50 deg. fahr. ' bftfembrarie waterproofing neglected in calculations. ' <JThe figures in column " B" may be-used with sufficient accuracy for maple or oak flooring on wood sleepers embedded in concrete. 64 T a b l e 2 9 . C o e f f ic ie n t s of r an sm issio n U ) of V a r io u s T ypes of F l a t R oofs C overed w it h B u il t -up RT ( (U nderside of R oof E xposed) : jVote.-- T h e s e c o e f f ic ie n t s a r e e x p r e s s e d in B .t .u . p e r h o u r p e r s q u a r e f o o t p e r 1 d e g . f a h r . d if f e r e n c e in t e m p e r a t u r IDES AND ARE BASED ON AN OUTSIDE W IND EXPOSURE OF 15 M ILES PER HOUR. Chapter 3--Heat Losses by Transmission sO gB . x JH * I u o o in E5 u 3 Hg P < 2H Jl O IS s2 00 cJ a0 lo r- jCJ rJ <9 2 2 o e*u s9 of ro <n cu od d do odd Oo hH * o ** OM mi ilia r?rt0,<53 0 1 4 m 15*^ >< r> *|r* fO Sg c i o 2 J c*J pj <3 d Irs to o oJ d o d 3 a; 3 cr r CD O O cr d d -d- o lo lO s r; of s CO OJ nO o LO c- ( O o o d d d d d d d Hi~S ; V y o C-J vS> to n9 O o 5o ci d d d c5 3o >9 <o o OO o <n2 d d d dd d X v> 1 O cS o OO o s dd o o d CO o s tr> ^r O dd d s d3 in o <n v Vi c - to to O o d (O -* d d rf d O o O N d o 3 o cJ In dd oJ co d o 1h V- a o rn CO o r; ci d d sg 5 dd M CO 2 2 do LO cr O' Lp d3 to a; d (3 _ s C5 o CO N CO lo e4 to Cj d >9 lO y o> r-* ci o d d d d o d d d O t s9 It- lO to 7" cO s lo C-* cO CO s in o in C-* r- P" <5 o d d d d d o' d t os H \ X *ir t tu LO lO OrC-* cS <d K> o of o **9 to N dd (H LO 3dd 50 cr r^. S. od o s<p "o O. *3 * * < -i!i IP v Q io a (T~ cr CO c- to j s9 cr r- rf? oj 4> i S fr:1 -9cs Jl ic 51 c 3 5 o Jo H d OOdd d d d Oo O o 3 TCT -dC~J g o o o r-1 ? St g aO G> o O o d d d d o d uo <5 KIL 1Vj cO CO m o cc<<* to oJ fO o o' fh to g o o d d d o d d od g-g >< a Lwd <4 o sO KK>J S fO cO r lo g o fO a; s9 S ci <d o d o ddodd !% - -*- -- Jsy. *g r" Vvqiv)0vii)tVL0i<vio> *Ql o. u O.*0 -*9 o r-aj--Cb-"-~OC)Oroo h*d si*t. c o s u3 ^S Vs 2- a s5L Jsc-i _c a* O c-.? so-j e S-a <2 E^ c Jrc o 0 -s 3ir II _c -d S o` 0*<3 E -aw _6oD r 4) if 8 na yO L *3 5(3 c5 wS-*gd-rf % ?ibrz-zs!&a-f>ey-"o/9v8t^S^. o ll o -H -ji? Vj Y -H C>1 -H *- Vj - CSj to -** in 3 r- co 0" o 65 s aPre cast cement tile. For heat-treated clay aggregate cement tile covered w ith roofing, U = 0.438 (1% in. slab) and U m 0.528 (1 in. slab), based on conductivity of 1.62 per 1 in. bNominal thicknesses specified--actual thicknesses used in computations. .. cNo built-up roofing. The value for corrugated iron is obtained by assuming th a t the surface area is increased 50 per cent.