STRUCTURAL DESIGN 366ORAL PRESENTATION

GROUP 4

WONG WEE TIANLOK YONG QUAN

NG WEI HONGSADIA TASNIM

HWONG CHOON CHIAT

BackgroundProject: Pump shed design ( portal frame)

Location: Newman Australia (modern mining town, with suburban-style homes )

Climate: has an arid climate, with very hot summers and mild winters.

INTRODUCTION

Material used: Steel (timber is not strong and no resources for concrete near

by)

Lifespan: 30 years

Specification: Clearance width of 5.7m, overall length of 16.5m and height to the underside of the monorail beam of 4.0m

Finding load cases Analysis using software to get BMD

diagrams. Preliminary calculation to get member sizes Connection and foundation design Construction, installation and transportation

methods Constraints

Design Process

Design Options

Flat Roof Pitched Roof

Load Combination1) 1.2G+ 1.5Q+1.5C

2) 1.2G+1.5C+Wu

Member selection

200UB22.3

Z10015

50*50*6EA

Construction MethodFoundation -in situ concrete, concrete slab

Column installation-Column: 200UB22.3-Pinned base-From Left to Right.

Rafter installation-Rigid connection-Haunches and stiffener installed

Purlin and Girt Installation-Purlins Z10015 with 0.9m spacing.-Girt Z10015 at 2.5m from Ground

Bracing installation-50*50*6 EA section

Sheeting installation-Custom ORB 0.42BMT

Final Design-Crane installation

Connection!

Bolted•Semi- skilled installation•Easy to punch hole•Can be removed•Field installation •Minimize construction error

Welded

•High skilled installation, high experience•Good quality•Not suit to field application

Apex connection

Final decision

M20

Thickness of the plate=25mm

Apex haunches

Connection details

Column and rafter

Final Decision

Size of bolt: M20

Eaves haunch

Rafter and purlin

VS

Pinned Connection

Thickness of base plate = 20mm

150mm

210mm

134mm27mm27mm

4 M16 Bolts

Transportation

panel assemblies• Need to apply permits• Length > 3.5m and < 5.5m• Connections needed to do on sites

Safety Common Hazards

◦ Falling from a height while rigging.◦ Collapse of the structure.◦ Falling Objects.

We need a Erector supervisor to supervise on site.

Quality Control Coating

Corrosion and fire protections Inspection Separation and packing During Installation of portal frame structuresShop drawingsChecking procedures

conclusionAdvantages Cost effectiveness.Save time.Sustainability.Capable taking loads immediately.