Notebook·PU-Mu 1050, Box 8, folder 5·June 1934–December 1935

B. H. Hill, I Site levels June 1934–Dec. 1935Bert Hodge Hill

·

Handwritten in English. Every line is transcribed, and the text sits beside the scan.

Scan 33 of notebook PU-Mu 1050, Box 8, folder 5 (B. H. Hill, I Site levels June 1934–Dec. 1935), handwritten in English. The transcription follows.

Scan: Penn Museum Archives, Philadelphia, PU-Mu 1050, Box 8, folder 5, Courtesy of the Penn Museum.

Page 66Scan 33 of 87

△_EF_IV__(drawing)
∠ IV · E · E'4° 26
F · E · E'1· 25
IV· E\cdotF5° 51
∠ IVFE12°· 35(p\ 34\ 40· 50 - 28· 15)
[Take 46.80 as compromise estimate]
-Log46.76=- 1.669875.26 - 41
+5° · 26′ · 41′′+8.9772012.38 - 90-
7.3073318.04-50-
-Log107.802.03262161· 55· 10
F =+ 13° 34′· 42′′ =9.33995Sin = + 1.66987
12· 38· 9an errorof 1° atF?+ 8.97720
12· 38· 9·$7.69267$
Sin161· 55· 109.49160
$7.18427$
152.85= EF =152.85
△_DF_IV__∠ D =2° 18′[42.43 - 40· 25p 36]
_D_IV__ =$265.72 =$Log$2.42442$
IV· E$46.76$” Log$1.66987$
$1.66987$0.75455
8.60349}2° 18ls8.60349
$3.06638$13° 10′ 56′′$=$9.35804
9.42641164\ 31\ 4
$2.49279$= 311.02= DF
△_GE_IV__7942 themeasured∠ at G =$18.40$
GF_IV_makes F_IV_too long. solver △
[4 \angles four sides $326.90$, $306.96$ & $46.76$
[using formula for 1/2 Sin A = sqrt{(s-b)(s-c)bc}
Result:G =7° 39′20′′IV =111° 21′ to′′F =60° 59′ 30′′
1327
∠ FGE \therefore =19· 14· 42(EG_IV_p 65)
7· 39· 20(IVGEabove)
26°· 54′· 2′′

Right page

△ FGEEG =$252.60$FG$326.90$
∠ G =26° 54′\ 2′′[fortp \ 66]
$326.90$-$252.60$= 74.30(Log \ 1.87099)
+$= 579.50$("\ 2.76305)
$180 - 26.54.10 =$$153-5-50$1/2 =76· 32· 59
$74.30$$1.87099$$1.87099$
Tan+ 0.62131+ S =9.98492
$2.49230$$1.85891$
$579.50 -$2.76305- Sin9.67439
Tan$9.72925$$2.18452$
28°· 11· 46EF =152.96
- 76· 32· 59
∠ FEG104· 44· 4515
∠ EFG48· 21· 13$13$ or $12$
△ DEFDE$185.74$(Log$2.26887$)(p $44$ oe)
DF$311.07$” (Log$2.49286$(opp. page)
EF$152.97$” (Log$2.18461$(above)
∠ DFD_IV_ \ (42.43 - 40.25\ p 36) = 2° 18′ \ (p 66) \\ _IV_DE 13.27 + 5.16 \ (p\ 64-65) = 18.43
21° 1′
[4 measured 20· 55; but 20· 1 results as a
"bm" for solution as below for separate △
Give $185.74$ $152.96$ & 21° 1′ solve for
\angles & side DF
\therefore S\ 21· 1$9.55466$
: $152.96$ -2.18452
EF$7.37014$
$185.74 +$2.26887
Sin$9.63901$
∠ F =25° 49′\ 7′′
$2.18452$$21-1-0$
- 9.5546625\ 49\ 7
$2.62986$$46-50-7$
+ 9.86296Sin133· 9· 53
$2.49282$
311.04= DF

65 figures hard to readstruck struck outadded written in above” jug ditto, and what it repeatsword reading not certain

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