Consider an inner beam-column joint in the ground floor roof of a eight storeybuilding in Noida, U.P. The data are as follows:M25, steel gradeGrade of concreteFe 415 DClear span of beam to the left side of the joint4.5 mClear span of beam to the right side of the joint = 4 m125 mm,50 mm thick%3DSlab thicknessfinish on slabLive load on floor2 kN/m;sta eoWall thickness on beams115 mmThe axial load in column at the joint = 900 kN230 mm x 550 mm with 1.5% steel at top (3 - 2516 mm ) and 0.8% steel at bottom onBeam size%3Dmm and 2either side of the joint.Column size230 m x 650 mm with 3.46% steel(8 – 25mm and 4 - 20 mm bars)Check if the joint satisfies weak girder-strong column proportion. Also check theshear in beam and column.28 dign

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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 %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 m Slab thickness 125 finish on slab mm, = 50 mm thick Live load on floor 2 kN/m; %3D Wall thickness on beams = 115 mm The axial load in column at the joint 900 kN %3D 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. Column size 230 m x 650 mm with 3.46% steel %3D (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. 2s digosn

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 %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 m Slab thickness 125 finish on slab mm, = 50 mm thick Live load on floor 2 kN/m; %3D Wall thickness on beams = 115 mm The axial load in column at the joint 900 kN %3D 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. Column size 230 m x 650 mm with 3.46% steel %3D (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. 2s digosn

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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