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.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

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