Calcualte the following:Total factored floor load in 2 decimal places, ___ kPaTotal factored uniform load on girder GH in 2 decimal places, ___ kN/mMaximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ___ kN·m A monolithic floor framing plan is shown in the figure. The columns are300 mm square, girders are 250 mm wide by 450 mm deep and slabs are 100 mmthick. The floor loads include floor finish of 0.77 kPa, ceiling system of0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroidfrom the edge of the beam is 70 mm.600080007000ABCKMNTable 406.5.2 Approximate Moments for Non-Prestressed Continuous Beams and One-Way SlabsofMomentMpidLocationConditionDiscontinuous endintegral withsupportw,/14End spanPositiveDiscontinuous endw./11unrestrainedInteriorAllw,/16spansMember builtIntegrally withsupportingspandrel beamw,/24Interior faceof exteriorsupportMember buiitintegrully withsupporting columnw,/16Exterior faceof firstinteriorTwo spansw/9More than twowe/10supportspansNegativelFace ofOtherAllw,/11supportsFace of allsupportssatisfying(a) or (b)a) Slabs with spansnot exceeding 3m.b) Beums wbereratio of sum ofcolumn stiffhessesto beam stiffinessexceeds 8 at cachend of spanw, /12To calculate negative moments, e shall be the averuge ofthe adjacent clear span lengths.

D.L = 0.77 + 0.25 + 1 = 2.02KPa L.L = 4.8KPa Total factored load = 1.2D.L + 1.6L.L…

Calcualte the following: Total factored floor load in 2 decimal places, ___ kPa Total factored uniform load on girder GH in 2 decimal places, ___ kN/m Maximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ___ kN·m

Calcualte the following: Total factored floor load in 2 decimal places, _ kPa Total factored uniform load on girder GH in 2 decimal places, _ kN/m Maximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ___ kN·m

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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2.1 A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are 250mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Calcualte: Total factored floor load in 2 decimal places, ____?____ kPa
2. A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are 250mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Calcualte the following: a. Total factored floor load in 2 decimal places, ____?____ kPa b. Total factored uniform load on girder GH in 2 decimal places, ____?____ kN/m c. Maximum ultimate bending moment at discontinuous end of girder GH to the nearest whole number = ___?_____ kN·m
2.2 A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are 250mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Calculate: Total factored uniform load on girder GH in 2 decimal places, ____?____ kN/m
A monolithic floor framing plan is shown in the figure, The columns are 300 mm square, girders are 250 mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Refer to table 406.5.2 for the Approximate Moments for Non- Prestressed Continuous Beams and One-Way Slabs. Calculate the following: Total factored floor load in 2 decimal places = _________ kPa Total factored uniform load on girder GH in 2 decimal places = ___________ kN/m Maximum ultimate bending moment at discontinuous end of girder JK to the nearest whole number = ____________ kN-m
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Given above is a monolithic framing plan consisting of 100 mm thick slabs, 250 mm x 500 mm girders and 300 mm square columns. The floor load includes floor finish of 1.5 kPa, ceiling system of 0.75 kPa, partition load of 1.0 kPa and floor live load of 2.1 kPa. Calculate the total factored floor load in kPa.
2.3 A monolithic floor framing plan is shown in the figure. The columns are 300 mm square, girders are 250mm wide by 450 mm deep and slabs are 100 mm thick. The floor loads include floor finish of 0.77 kPa, ceiling system of 0.25 kPa, partition load of 1.0 kPa and live load of 4.8 kPa. Bar centroid from the edge of the beam is 70mm. Calcualte: Maximum ultimate bending moment at discontinuous end of girder GH to the nearest whole number = ___?_____ kN·m
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