Consider an inner beam-column joint in theground floor roof of a eight storey building inNoida, U.P. The data are as follows:Grade of concrete M25, steel grade = Fe 415%3DClear span of beam to the left side of thejoint = 4.5 mClear span of beam to the right side of thejoint= 4 modSlab thickness = 125 mm, finish on slab =50 mm thickLive load on floor = 2 kN/m²;Wall thickness on beams = 115 mmThe axial load in column at the joint = 900kNnog lo bununta modeBeam size = 230 mm x 550 mm with 1.5%steel at top (3 - 25 mm and 2 16 mm) and0.8% steel at bottom on either side of thejoint.extColumn size 230 m x 650 mm with 3.46%steelset024 (8-25mm and 4-20 mm bars)Check if the joint satisfies weakgirder-strong column proportion. Also checkthe shear in beam and column.

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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: Grade of concrete M25, steel grade = Fe 415 D Clear span of beam to the left side of the joint = 4.5 m Clear span of beam to the right side of the joint = 4 mod Slab thickness = 125 mm, finish on slab = 50 mm thick Live load on floor 2 kN/m2; Wall thickness on beams = 115 mm The axial load in column at the joint = 900 kN %3D nog lo bununta mode Beam size = 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.ext Column size = 230 m x 650 mm with 3.46% steelset 024 (8-25mm and 4-20 mm bars) Check if the joint satisfies weak girder-strong column proportion. Also check the shear in beam and column.

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: Grade of concrete M25, steel grade = Fe 415 D Clear span of beam to the left side of the joint = 4.5 m Clear span of beam to the right side of the joint = 4 mod Slab thickness = 125 mm, finish on slab = 50 mm thick Live load on floor 2 kN/m2; Wall thickness on beams = 115 mm The axial load in column at the joint = 900 kN %3D nog lo bununta mode Beam size = 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.ext Column size = 230 m x 650 mm with 3.46% steelset 024 (8-25mm and 4-20 mm bars) Check if the joint satisfies weak girder-strong column proportion. Also check the shear in beam and column.

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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Question

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:
Grade of concrete M25, steel grade = Fe 415
%3D
Clear span of beam to the left side of the
joint = 4.5 m
Clear span of beam to the right side of the
joint
= 4 mod
Slab thickness = 125 mm, finish on slab =
50 mm thick
Live load on floor = 2 kN/m²;
Wall thickness on beams = 115 mm
The axial load in column at the joint = 900
kN
nog lo bununta mode
Beam size = 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.ext
Column size 230 m x 650 mm with 3.46%
steelset
024 (8-25mm and 4-20 mm bars)
Check if the joint satisfies weak
girder-strong column proportion. Also check
the shear in beam and column.

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