Graphical Handbook for Reinforced Concrete Design

Cover Graphical Handbook for Reinforced Concrete Design
Graphical Handbook for Reinforced Concrete Design
Hawkesworth John
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per inch of breadth, giving a total resisting moment of 30X1400 = 42000 ft.-lbs. for the beam, which was the quantity to be determined.
93 PLATE VII.
Te ft^s il e refn fof£^}^ ^f^ . { 'J^[ p^r^centaq)^^ oJ\ 1 j [ j i K9 2,0 2 J 2.2 2,3 2,4 2.S 2.6 2 J 2.8 2,9 3, Values of KeeiBtlng: Moment for Breadth of concrete =b=l inch Dottad lines sbOT? area in aq, inches of tonBile reinforcement per foot of breadth* li= distance of tensile reinforcement f^om GompressioTi surface ./ .2 .3 A .5 .6 J .8 .9 h
...O U1 1.2 1.3 1.4 1.6 1.6 1.7 U8 PLATES VIII AND Villa.
Description.
By means of Plate VIII the total area of cross-section of metal for any given breadth, and for any given area of metal section per foot of breadtli.
may readily be determined. The plotted lines represent areas of cross-section of metal, ranging from o.i sq. in. to 4.0 sq. in. per foot of breadth. The total breadth of the member under consideration will be foimd at the bottom of the plate, in the form of abscissas, the maximum value being 150 inches.


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