## Canada Builds |

BUILDINGS

Angle of Incidence

Ashrae Window Test

Doors

Exposed Bldg Face

Fire Protection

Fire Walls

Floors

Footings

Foundations

Height Area and Use

Means of Egress

Mezzanines

Newton's Cannon

Roofs

Thermal Massing

Vegetation

Walls

Ventilation

ENERGY

Solar Energy

Solar PV Panels

Geothermal Energy

Cost of Energy

RESOURCES

Measuring Height

Size a Radiator

Size a Wood Beam

Size a Steel Beam

Deflection Calculations

TANGENTS

The Area of a Circle

Stonehenge

World Population

Bouncing Ball

The Number One

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Angle of Incidence

Ashrae Window Test

Doors

Exposed Bldg Face

Fire Protection

Fire Walls

Floors

Footings

Foundations

Height Area and Use

Means of Egress

Mezzanines

Newton's Cannon

Roofs

Thermal Massing

Vegetation

Walls

Ventilation

ENERGY

Solar Energy

Solar PV Panels

Geothermal Energy

Cost of Energy

RESOURCES

Measuring Height

Size a Radiator

Size a Wood Beam

Size a Steel Beam

Deflection Calculations

TANGENTS

The Area of a Circle

Stonehenge

World Population

Bouncing Ball

The Number One

Total load on beam (43.2)(9) = 388.8 kN

Ref cisc manual p 5-120

W360x79 (395 allowed)

W310x86 (392 allowed)

W410x74 maybe w410x67

W460x68

W530x66

Find the moment

M = wL2/8 = ((43.2 kN/m)(9.0m))2/8 = 437.4 kN-m

Columns

Supported area = (9.0m)(9.0m)=81.0m2

Load = (4.8 kN/m)(4 floors)=19.2 kN/m

Total load on column = (81)(19.2)=1555.2 kN

Check Tables for safe axial load for columns use the figure 1555
to select a shape

W250x73

W310x86