Concrete Beam And Column Design

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As was stated before, the for- mula A = — — -— — usually gives values that err on the side (d-i t) s.
§ 18 AND COLUMN DESIGN 45 of safety, and this fact is evident from the result just obtained.
_ 2M ^ 2X1,920,000 jkbd? .9071 X. 2788X48X29^ = 376 pounds per square inch This value is low, but it is always best to have this value low in T beams.
43. As an example, to illustrate Case II, the following problem is proposed. It is very similar to the problem just given. A T beam is on a span of 16 fe
...et. It carries a load of 5,000 pounds per foot, which includes its own weight.
■It is built solid with a slab 6 inches thick and the total depth of the beam is 31 inches. The value of d is taken at 29 inches, and b' is equal to 16 inches. Design the beam.
The bending moment is the same as before, namely, 1,920,000 inch-pounds. The value of A may be found M approximately from the formula A = . Thus, it is 1,920,000 ..._. . , - = 4.6154 square inches (29-3)16,000 The value of b is the same as before.


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