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The floor system used in a school classroom. The live load is 0.4 k / ft2 and the slab is 4-inch
reinforced stone concrete (i.e., weight density = 0.15 k / ft3). Using loading combination, 1.4D +
1.6L, sketch the loading that acts along the joist BF and side girder ABCDE for the two cases:
(1) a = 10 ft, b = 30 ft.
(2) a = 10 ft, b = 15 ft.
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- 400 Hole of radius 200 300 --> x' 600 - 7504) A precast T beam with the dimensions shown below is to be a used as a bridge over a small roadway. The beam is used on a 30 ft simple span, and the total factored load including the beam's self-weight is 15.6 kips/ft. Assume d = 21" for your calculations. fc' = 6000 psi and fy = 60000 psi. a. Calculate the maximum mid-span moment - this is Mu b. Check the effective width of the beam as per ACI 318-19 Table 6.3.2.1 C. Check whether the T-Beam designed as a rectangular section would be able to provide the required Mu. If not, design the section as a T-Beam to calculate the required reinforcement. Try to keep close to 0.9 (it is okay if it's a little under). But calculate the correct value of . d. Sketch the section following the guidelines for bar arrangement.subtract the numbers.796 -81