Pls help me. I will rate 5 stars and leave a positive feedback. One-way Slab Design Problem Given: Unit weight of concrete = 25 kN/m3 DL =5 kPa (excl. self weight) LL = 3 kPa fy = 414 MPa (all slab reinforcements) fyv = 275 MPa (stirrups) fc = 28 MPa db = 12 mm (main bars - slab) db = 10 mm (temp bars) db = 20 mm (main bars - beam) ds = 10 mm (beam stirrups) cc = 40 mm for beams, 20mm for slabs Assume all beam sizes = 300 x 600mm Assume slab thickness = 150mm Design Code: NSCP 2015 a. What is the required spacing of the flexural reinforcements of Slab ABCD? Consider bottom reinforcements only. b. What is the required spacing of the shrinkage and temperature reinforcements of Slab ABCD?
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One-way Slab Design Problem
Given:
Unit weight of concrete = 25 kN/m3
DL =5 kPa (excl. self weight)
LL = 3 kPa
fy = 414 MPa (all slab reinforcements)
fyv = 275 MPa (stirrups)
fc = 28 MPa
db = 12 mm (main bars - slab)
db = 10 mm (temp bars)
db = 20 mm (main bars - beam)
ds = 10 mm (beam stirrups)
cc = 40 mm for beams, 20mm for slabs
Assume all beam sizes = 300 x 600mm
Assume slab thickness = 150mm
Design Code: NSCP 2015
a. What is the required spacing of the flexural reinforcements of Slab ABCD? Consider bottom reinforcements only.
b. What is the required spacing of the shrinkage and temperature reinforcements of Slab ABCD?
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