USE NSCP 2015.Situation I.The floor framing plan of a concrete structure is shown blow. The slab reinforcement is 12mm with a clear cover of 20mm.Concrete strength f'e = 20.7 MPa and steel strength fy = 275 MPA. The floor is to be designed to carry a dead load and liveload pressure of 3.80 kPa (including weight of slab) and 2.90 kPa respectively. If x = 7.50m, y = 6m, and beam width =300mm, determine the following:a. The positive and negative moment in the slab bounded by CDFE in kN-m using ACI Moment Coefficientb. The maximum spacing at midspan prescribed by NSCPBCD yE

Given:- slab reinforcement =12mm clear cover =20mm f'c=20.7MPa fy=275MPa To find:- positive and…

Answered: fe=20.7 MPa and steel strength fy = 275…

fe=20.7 MPa and steel strength fy = 275 M 3.80 kPa (including weight of slab) and 2.90 e the following: The positive and negative moment in the slab E The maximum spacing at midspan prescribed b

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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