Layout in Figure Q1 is a plan for the part of the ground floor of reinforced concrete buildings. By assuming ground beam B/1-2 as rectangular beam and ignore the beam flange, calculate design load transfer from slab to beam B/1-2,analyze the shear force and bending moment for beam B/1-2 and design the main reinforcement of beam B/1-2. 3150x500FS4 1150500Brjck WollFS2-+FS3+150x500300030003000ABCDFLOORALL SLAB THICKNESŞS : 125 MM THK. UNOALL UNIT IN MMKEY PLANFigure Q1150x50000G*OSI150x50000S0002. Slab thickness = 125 mmWeight of brickwork = 2.6 kN/ m² (3 m high)Characteristic Action:Finishes etc. = 1.5 kN/m² (excluding selfweight)Variable, qk = 3 kN/m²MaterialUnit weight of Concrete = 25 kN/m³Characteristic strength of concrete, fek = 25 N/mm?Characteristic Strength of steel, fyk = 500 N/mm²Characteristic Strength of link, fyk = 500 N/mm?Use nominal cover = 30 mm%3DUse assumed size of bar as bellow:Øbarl = 25 mmØbar2 = 12 mmØlink = 6 mm

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Answered: Layout in Figure Q1 is a plan for the…

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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Layout in Figure Q1 is a plan for the part of the ground floor of reinforced concrete buildings. By assuming ground beam B/1-2 as rectangular beam and ignore the beam flange, calculate design load transfer from slab to beam B/1-2,analyze the shear force and bending moment for beam B/1-2 and design the main reinforcement of beam B/1-2.

3
150x500
FS4 1
150500
Brjck Woll
FS2-+
FS3+
150x500
3000
3000
3000
A
B
C
D
FLOOR
ALL SLAB THICKNESŞS : 125 MM THK. UNO
ALL UNIT IN MM
KEY PLAN
Figure Q1
150x500
00G*OSI
150x500
00S
000
2.

Slab thickness = 125 mm
Weight of brickwork = 2.6 kN/ m² (3 m high)
Characteristic Action:
Finishes etc. = 1.5 kN/m² (excluding selfweight)
Variable, qk = 3 kN/m²
Material
Unit weight of Concrete = 25 kN/m³
Characteristic strength of concrete, fek = 25 N/mm?
Characteristic Strength of steel, fyk = 500 N/mm²
Characteristic Strength of link, fyk = 500 N/mm?
Use nominal cover = 30 mm
%3D
Use assumed size of bar as bellow:
Øbarl = 25 mm
Øbar2 = 12 mm
Ølink = 6 mm

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