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A one-way slab, 140 mm thick, is reinforced with 12mm main bars with fy = 345 MPa. Concrete strength, f’c is 30 MPa. Assume a live load pressure of 5.5 kPa. Unit weight of concrete = 23.54 kN/m3 . Use NSCP Coefficient Method. Considering the figure below, determine: a. 1 pt. The negative moment (kN-m) at interior face of support A. b. 1 pt. The negative moment (kN-m) at exterior face of support B. c. 1 pt. The maximum negative bending moment (kN-m) in span CD. d. 1 pt. The maximum positive bending moment (kN-m) in span DE. e. 1 pt. The maximum positive bending moment (kN-m) in span EF.
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A one-way slab, 140 mm thick, is reinforced with 12mm main bars with fy = 345 MPa. Concrete strength, f’c is 30
MPa. Assume a live load pressure of 5.5 kPa. Unit weight of concrete = 23.54 kN/m3
. Use NSCP Coefficient Method.
Considering the figure below, determine:
a. 1 pt. The negative moment (kN-m) at interior face of support A.
b. 1 pt. The negative moment (kN-m) at exterior face of support B.
c. 1 pt. The maximum negative bending moment (kN-m) in span CD.
d. 1 pt. The maximum positive bending moment (kN-m) in span DE.
e. 1 pt. The maximum positive bending moment (kN-m) in span EF.
Answer ( 1 )
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