iven a typical interior two-way slab panel that is monolithic with beam supports on all sides. Material strength specifications are: fc’ = 28MPa and fy = 415 MPa. Total factored uniformly distributed load (including self-weight), wu = 13.34 KPa. Using NSCP 2015 code provisions for two-way slabs, what is the required minimum thickness for the given panel? La = 6.4m assume: moment of inertia for the beams = 6.25 x 109 mm4 Lb = 8m α for the 6.4 m beams = 1.17 L1 = 6.55m α for the 8 m beams = 1.46 L2 = 8.15 m
iven a typical interior two-way slab panel that is monolithic with beam supports on all sides. Material strength specifications are: fc’ = 28MPa and fy = 415 MPa. Total factored uniformly distributed load (including self-weight), wu = 13.34 KPa. Using NSCP 2015 code provisions for two-way slabs, what is the required minimum thickness for the given panel? La = 6.4m assume: moment of inertia for the beams = 6.25 x 109 mm4 Lb = 8m α for the 6.4 m beams = 1.17 L1 = 6.55m α for the 8 m beams = 1.46 L2 = 8.15 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given a typical interior two-way slab panel that is monolithic with beam supports on all sides. Material strength
specifications are: fc’ = 28MPa and fy = 415 MPa. Total factored uniformly distributed load (including self-weight), wu =
13.34 KPa. Using NSCP 2015 code provisions for two-way slabs, what is the required minimum thickness for the given
panel? La = 6.4m assume: moment of inertia for the beams = 6.25 x 109 mm4
Lb = 8m α for the 6.4 m beams = 1.17
L1 = 6.55m α for the 8 m beams = 1.46
L2 = 8.15 m
A. 148.5 mm C. 204.1 mm
B. 163.3 mm D. none of the above
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