The figure below represents interior mezzanine plan, which will be used for storage purposes. The client live load requirement is 6.0kPa. The flooring, partition, mechanical and electrical is (SDL) 1.OkPa. - Use concrete density= 24kN/m³ - Concrete compressive strength = 25mPa 400R Rebar Concrete cover is 30mm Use 20M for beam longitudinal reinforcement Use 10M Stirrups for beams 20mm maximum aggregate size Refer to plan for beam, columns sizes and other dimensions a- Estimate tributary width for beam along GL1 (Gridline 1) b- Estimate the total factored load on beam along GL1 c- Verify conditions to apply CSA A23.3 design aid to find approximate bending moments of beam along GL2

The figure below represents interior mezzanine plan, which will be used for storage purposes. The client live load requirement is 6.0kPa. The flooring, partition, mechanical and electrical is (SDL) 1.OkPa. - Use concrete density= 24kN/m³ - Concrete compressive strength = 25mPa 400R Rebar Concrete cover is 30mm Use 20M for beam longitudinal reinforcement Use 10M Stirrups for beams 20mm maximum aggregate size Refer to plan for beam, columns sizes and other dimensions a- Estimate tributary width for beam along GL1 (Gridline 1) b- Estimate the total factored load on beam along GL1 c- Verify conditions to apply CSA A23.3 design aid to find approximate bending moments of beam along GL2

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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Question

The figure below represents interior mezzanine plan, which will be used for storage
purposes. The client live load requirement is 6.0kPa. The flooring, partition,
mechanical and electrical is (SDL) 1.OkPa.
-
1
Use concrete density = 24kN/m³
Concrete compressive strength = 25mPa
400R Rebar
Concrete cover is 30mm
Use 20M for beam longitudinal reinforcement
Use 10M Stirrups for beams
20mm maximum aggregate size
Refer to plan for beam, columns sizes and other dimensions
2
a- Estimate tributary width for beam along GL1 (Gridline 1)
b- Estimate the total factored load on beam along GL1
c- Verify conditions to apply CSA A23.3 design aid to find approximate
bending moments of beam along GL2
A
250 x
500mm
250 x
500mm
6000
250 x
600mm
250 x
600mm
B
250 x
500mm
225mm SLAB
250 x
500mm
7000
250 x
600mm
250 x
600mm
250 x
500mm
250 x
500mm
C
4500

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