Consider an inner beam-column joint in the ground floor roof of a eight storeybuilding in Noida, U.P. The data are as follows:sficed no ienin haol hesFe 415 DGrade of concreteM25, steel gradeClear span of beam to the left side of the joint%3D4.5 mbotorseClear span of beam to the right side of the joint= 4 mo nousmol of sob od2Slab thickness125finish on slab50 mm thick%3Dmm,%3DLive load on floor2 kN/m;220i2 180da tenimovWall thickness on beams115 mmThe axial load in column at the joint900 kN%3Dgel S-mur 0230 mm x 550 mm with 1.5% steel at top (3 - 25mm and 2 16 mm) and 0.8% steel at bottom oneither side of the joint.d vetoeBeam size%3DColumn size230 m x 650 mm with 3.46% steel otos%3D$IMC 0ea x(8-25mm and 4- 20 mm bars) lamnoCheck if the joint satisfies weak girder-strong column proportion. Also check theshear in beam and column.3000

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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.

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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