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A beam cast monolithically with the slab thickness of 110 has a span of 4 m spaced at 6 m center to center. The width of the web is 300 mm and effective depth of 500 mm. It is reinforced on the tension side with 8-20 mm Φ rebars. Fc’ = 30 MPa fy = 310 MPa   1. Which gives the effective width of flange?  a. 2000 mm b. 1500 mm c. 2500 mm d. 1000 mm 2. Which gives the depth of the compression stress block?  a. 30.55 mm b. 32.56 mm c. 12.45 mm d. 42.14 mm

A beam cast monolithically with the slab thickness of 110 has a span of 4 m spaced at 6 m center to center. The width of the web is 300 mm and effective depth of 500 mm. It is reinforced on the tension side with 8-20 mm Φ rebars. Fc’ = 30 MPa fy = 310 MPa   1. Which gives the effective width of flange?  a. 2000 mm b. 1500 mm c. 2500 mm d. 1000 mm 2. Which gives the depth of the compression stress block?  a. 30.55 mm b. 32.56 mm c. 12.45 mm d. 42.14 mm

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A beam cast monolithically with the slab thickness of 110 has a span of 4 m spaced at 6 m center to center. The width of the web is 300 mm and effective depth of 500 mm. It is reinforced on the tension side with 8-20 mm Φ rebars. Fc’ = 30 MPa fy = 310 MPa
 
1. Which gives the effective width of flange? 
a. 2000 mm
b. 1500 mm
c. 2500 mm
d. 1000 mm
2. Which gives the depth of the compression stress block? 
a. 30.55 mm
b. 32.56 mm
c. 12.45 mm
d. 42.14 mm
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