The R.C flat floor slab with outer edge beam as shown in Figure (1). The slab carries a service super- imposed dead load of 3kN/m' and a service live load of 3kN/m in addition to its own weight. Slab thickness is 200mm and outer edge beam is (500x250) mm, exterior columns are (250x250) mm dimensions. All interior circular columns are 300mm in diameter, Use 12mm bars for slab reinforcement, f.=25MPA and f-420MPA. Then: Using Equivalent Frame Method to find the distribution factor at exterior and first interior joint of Frame A, if story height is 3.8m. In. 30 lu. AReinforced Concret...Subject: Reinforced Concrete (3)Stage: FourthDate: 18/3/2021Time: 90 minuteSecond Month ExamQ1\\ The R.C flat floor slab with outer edge beam as shown in Figure (1). The slab carries a service super-imposed dead load of 3kN/m? and a service live load of 3kN/m' in addition to its own weight. Slabthickness is 200mm and outer edge beam is (500x250) mm, exterior columns are (250x250) mmdimensions. All interior circular columns are 300mm in diameter. Use 12mm bars for slabreinforcement, -25MPA and f-420MPA. Then: Using Equivalent Frame Method to find thedistribution factor at exterior and first injoint of Frame A, if story Iat is 3.8m.4.0m6.0m6.0m• Frame A•4.0m4.0m5.0m4.0mFigure (1)GOOD LUCK

The given data is: Super- imposed dead load =3kN/m2=62.65 psf Service live load = 3kN/m2=62.65…

Answered: The R.C flat floor slab with outer edge…

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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The R.C flat floor slab with outer edge beam as shown in Figure (1). The slab carries a service super- imposed dead load of 3kN/m' and a service live load of 3kN/m in addition to its own weight. Slab thickness is 200mm and outer edge beam is (500x250) mm, exterior columns are (250x250) mm dimensions. All interior circular columns are 300mm in diameter, Use 12mm bars for slab reinforcement, f.=25MPA and f-420MPA. Then: Using Equivalent Frame Method to find the distribution factor at exterior and first interior joint of Frame A, if story height is 3.8m.

In. 30 lu. A
Reinforced Concret...
Subject: Reinforced Concrete (3)
Stage: Fourth
Date: 18/3/2021
Time: 90 minute
Second Month Exam
Q1\\ The R.C flat floor slab with outer edge beam as shown in Figure (1). The slab carries a service super-
imposed dead load of 3kN/m? and a service live load of 3kN/m' in addition to its own weight. Slab
thickness is 200mm and outer edge beam is (500x250) mm, exterior columns are (250x250) mm
dimensions. All interior circular columns are 300mm in diameter. Use 12mm bars for slab
reinforcement, -25MPA and f-420MPA. Then: Using Equivalent Frame Method to find the
distribution factor at exterior and first in
joint of Frame A, if story I
at is 3.8m.
4.0m
6.0m
6.0m
• Frame A•
4.0m
4.0m
5.0m
4.0m
Figure (1)
GOOD LUCK

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