An Encyclopaedia of Architecture, Historical, Theoretical, & Practical |
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Page 337
... each side of the base being 3 feet 4 inches and each side of the top 2 feet 2
inches . Here , 3 feet 4 inches * 4 = 13 feet 4 inches , and 2 feet 2 inches x 4 = 8
feet 8 inches ; and 13 feet 4 inches + 8 feet 8 inches = 22 . Then 22 ; 2x10 = 110
feet ...
... each side of the base being 3 feet 4 inches and each side of the top 2 feet 2
inches . Here , 3 feet 4 inches * 4 = 13 feet 4 inches , and 2 feet 2 inches x 4 = 8
feet 8 inches ; and 13 feet 4 inches + 8 feet 8 inches = 22 . Then 22 ; 2x10 = 110
feet ...
Page 365
The model was 36 inches and 3 lines in span . The arch consisted of two
concentric circles , and it was divided into four equal parts , a vertical joint being
in the middle , the two others being inclined at angles of 45 degrees . The piers
whereon ...
The model was 36 inches and 3 lines in span . The arch consisted of two
concentric circles , and it was divided into four equal parts , a vertical joint being
in the middle , the two others being inclined at angles of 45 degrees . The piers
whereon ...
Page 396
states that the cohesive strength of a square inch of brick is 300 lbs . , but the
quality is not stated . ... Brick piers 9 inches square , 2 feet 3 inches high , made of
good sound Cowley stocks , set in cement , and proved two days afterwards ...
states that the cohesive strength of a square inch of brick is 300 lbs . , but the
quality is not stated . ... Brick piers 9 inches square , 2 feet 3 inches high , made of
good sound Cowley stocks , set in cement , and proved two days afterwards ...
Page 426
UNE 360 ERS inch deep ; bottom flange 6.67 inches wide , 0-66 inch deep : the
areas being 720 and 4.4 inches . The rib was 266 inch thick , and the total depth
54 inches . The constant or C was found to be 514 for cwts . , or 26 for tons .
UNE 360 ERS inch deep ; bottom flange 6.67 inches wide , 0-66 inch deep : the
areas being 720 and 4.4 inches . The rib was 266 inch thick , and the total depth
54 inches . The constant or C was found to be 514 for cwts . , or 26 for tons .
Page 427
An ordinary riveted plate girder of 40 lbs . per foot run , with a web of 12 inches ,
with double angle irons of 3 inches by 3 inches and inch thick , would break with
a strain of 9 tons . A simple web plate girder , with angle irons top and bottom ( fig
...
An ordinary riveted plate girder of 40 lbs . per foot run , with a web of 12 inches ,
with double angle irons of 3 inches by 3 inches and inch thick , would break with
a strain of 9 tons . A simple web plate girder , with angle irons top and bottom ( fig
...
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