Please write the complete solution neatly. Notes:If the calculated minimum thickness of the slab is less than 100 mm, you may consider using 100 mm as your slab thickness. If you will use a thickness less than 100 mm (as calculated using the formula), that is theoretically correct because the National Structural Code allows us to do so. Prove that SLAB 1 is a one-way slab. Design the SLAB 1, located inside of a building, using theparameters: f'c = 28 MPa and fy = 276 Mpa for all reinforcing bars. The slab is to carry auniform live load of 3.6 kPa. Unit weight of concrete, yc= 23.5 kN /m³. Assume that the slabis not exposed to earth or weather. Use 12mm Ø main bars and 10mm Ø temperature bars.3.5 m2 mSLAB 2SLAB 15.5 mSecond Floor Framing PlanSTAIR WELL2 m

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Answered: Prove that SLAB 1 is a one-way slab.…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Please write the complete solution neatly.

Notes:

If the calculated minimum thickness of the slab is less than 100 mm, you may consider using 100 mm as your slab thickness. If you will use a thickness less than 100 mm (as calculated using the formula), that is theoretically correct because the National Structural Code allows us to do so.

Prove that SLAB 1 is a one-way slab. Design the SLAB 1, located inside of a building, using the
parameters: f'c = 28 MPa and fy = 276 Mpa for all reinforcing bars. The slab is to carry a
uniform live load of 3.6 kPa. Unit weight of concrete, yc= 23.5 kN /m³. Assume that the slab
is not exposed to earth or weather. Use 12mm Ø main bars and 10mm Ø temperature bars.
3.5 m
2 m
SLAB 2
SLAB 1
5.5 m
Second Floor Framing Plan
STAIR WELL
2 m

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Please write the complete solution neatly

Prove that SLAB 2 is a two-way slab. Using the Coefficient Method discussed during our lecture
class, design the SLAB 2, located inside of the building, considering the parameters: f'c =
20.7MPa and fy = 280 Mpa for the reinforcing bars. The slab is to carry a uniform live load of
3.6 kPa. Unit weight of concrete, yc= 23.5 kN /m³. Assume that the slab is not exposed to
earth or weather. Use 12mm Ø reinforcing bars.
3.5 m
2 m
SLAB 2
SLAB 1
5.5 m
Second Floor Framing Plan
STAIR WELL
2 m

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