hi please read the attached questionTaskDesign the beams and size up the columns to support the...

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hi please read the attached questionTaskDesign the beams and size up the columns to support the floor slab as shown on Figure 1 toAS XXXXXXXXXXThe building is to be used as a commercial office and is located at Maroubramust comply with local ordinances.The design should consider flexure, shear and deflections. The supporting columns may betreated as slender and act as simple supports. Fully detail your design and provide thecontractor an indication of the tonnage of steel in your design. At the front of yourassignment provide drawings of your design (in sufficient detail and clarity that the beamsand columns can be constructed). Take c = 32 MPa, fsy = 500 MPa, the slab thickness =250 mm. You are to make all beams equal in total depth. Beam B2 is a continuous overColumn C2.The design live loading is to be taken as appropriate for the buildings designated use.All drawing and calculations must be able to be read and marked without pulling yourassignment apart. References to Australian Standards etc are to be placed in a separatecolumn on the right hand side of your report.Figure 1:

Robert · Accepted Answer

Ref: Australian Standards 
' 32
500
c
sy
f MPa
f MPa



Provide Live Load 3kN m  
Super Imposed Dead Load 2kN m  
Live load moment, 
2 2
1
3 7
18.38
8 8
l
M kNm
 
    
Super imposed dead load moment, 
2
2
2 7
12.

hi please read the attached question TaskDesign the beams and size up the columns to support the floor slab as shown on Figure 1 toAS XXXXXXXXXXThe building is to be used as a commercial office and is...

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