Notes On Power Plant Design Prepared for the Use of Students in the Mechanical

Cover Notes On Power Plant Design Prepared for the Use of Students in the Mechanical
Notes On Power Plant Design Prepared for the Use of Students in the Mechanical
Edward Furber Miller
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Per sq. In. ; where ample reinforcement for resisting diagonal tension is specially provided, the average shear in the concrete may be taken as 120 Ibs. Per sq. In.
As the horizontal and the vertical shear are of the same intensity, the unit shear may be Vertical 'shear on Section expressed as = bjd j may be taken as . 85 or . 87.
In finding the area of reinforcing steel (A 8 ) necessary for width b if it be assumed that the concrete resist one third of the total shear (V) on this width, and th
...e steel the remaining two- thirds, then for vertical stirrups spaced a distance (S) apart longitudinally If the reinforcing material makes an angle of 45 then the area of the steel becomes . 7 of this value.
If the safe bonding strength of steel rods be taken as 80 Ibs. Per sq. Inch of rod surface, and as 40 Ibs. Per sq. Inch of wire surface then calling (o) the entire surface per inch of length of rods in y a section (6) the bond stress per unit of surface of the bars = - . , - which must be less than 80 for jdo rods and less than 40 for wire.


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