ot boon sT Consider an inner beam-column joint in the ground floor roof of a eight storey building in Noida, U.P. The data are as follows: Or pesus ent beol hs tiz0st beol ovE Grade of concrete M25, steel grade Clear span of beam to the left side of the joint = Fe 415 D 4.5 m Clear span of beam to the right side of the joint = 4 m ol of sob od2 Slab thickness 125 mm, finish on slab = 50 mm thick Live load on floor 2 kN/m; %3D 220i2 15oda tanimov Wall thickness on beams = 115 mm The axial load in column at the joint = 900 kN 230 mm x 550 mm with 1.5% steel at top (3 - 25 16 mm ) and 0.8% steel at bottom on Beam size %3D mm and 2- either side of the joint.d vetote Column size 230 m x 650 mm with 3.46% steel otoR %3D $4M - 02a x o(8-25mm and 4- 20 mm bars) laninro Check if the joint satisfies weak girder-strong column proportion. Also check the shear in beam and column.
ot boon sT Consider an inner beam-column joint in the ground floor roof of a eight storey building in Noida, U.P. The data are as follows: Or pesus ent beol hs tiz0st beol ovE Grade of concrete M25, steel grade Clear span of beam to the left side of the joint = Fe 415 D 4.5 m Clear span of beam to the right side of the joint = 4 m ol of sob od2 Slab thickness 125 mm, finish on slab = 50 mm thick Live load on floor 2 kN/m; %3D 220i2 15oda tanimov Wall thickness on beams = 115 mm The axial load in column at the joint = 900 kN 230 mm x 550 mm with 1.5% steel at top (3 - 25 16 mm ) and 0.8% steel at bottom on Beam size %3D mm and 2- either side of the joint.d vetote Column size 230 m x 650 mm with 3.46% steel otoR %3D $4M - 02a x o(8-25mm and 4- 20 mm bars) laninro Check if the joint satisfies weak girder-strong column proportion. Also check the shear in beam and column.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Consider an inner beam-column joint in the ground floor roof of a eight storey
building in Noida, U.P. The data are as follows:
sficed no ienin haol hes
Fe 415 D
Grade of concrete
M25, steel grade
Clear span of beam to the left side of the joint
%3D
4.5 m
botorse
Clear span of beam to the right side of the joint
= 4 m
o nousmol of sob od2
Slab thickness
125
finish on slab
50 mm thick
%3D
mm,
%3D
Live load on floor
2 kN/m;
220i2 180da tenimov
Wall thickness on beams
115 mm
The axial load in column at the joint
900 kN
%3D
gel S-mur 0
230 mm x 550 mm with 1.5% steel at top (3 - 25
mm and 2 16 mm) and 0.8% steel at bottom on
either side of the joint.d vetoe
Beam size
%3D
Column size
230 m x 650 mm with 3.46% steel otos
%3D
$IMC 0ea x(8-25mm and 4- 20 mm bars) lamno
Check if the joint satisfies weak girder-strong column proportion. Also check the
shear in beam and column.
3000
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