Consider an inner beam-column joint i sn ground floor roof of a eight storeybuilding in Noida, U.P. The data are as follows:Grade of concrete = M25, steel grade= Fe 415 DClearof beam to the left side of the jointspan4.5 mClear span of beam to the right side of the joint= 4 m125Live load on floor =Slab thicknessfinish on slab = 50 mm thickmm,2 kN/m“;Wall thickness on beams =115 mmThe axial load in column at the joint= 900 kN230 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.Beam sizeColumn size =230 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.

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building in Noida, U.P. The data are as follows: Consider an inner beam-column joint in the ground floor roof of a eight storey 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 %3D Slab thickness = 125 mm, finish on slab 50 mm thick %3D Live load on floor = 2 kN/m²; Wall thickness on beams = 115 mm %3D The axial load in column at the joint 900 kN %3D 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. 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.

building in Noida, U.P. The data are as follows: Consider an inner beam-column joint in the ground floor roof of a eight storey 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 %3D Slab thickness = 125 mm, finish on slab 50 mm thick %3D Live load on floor = 2 kN/m²; Wall thickness on beams = 115 mm %3D The axial load in column at the joint 900 kN %3D 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. 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.

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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