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CIVE1205: Structural Analysis - Engineering Assessment Answer
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Subject Code: CIVE1205
Internal Code: F_AI_EJDE_BJ
How to choose your group’s building dimension?
Please sum up the last digits of the group members’ student number. If the summation is less than 10, choose the building dimension from the above table relevant to the number. If the summation is greater than 10, sum up those two digits until one-digit number. Then choose the building dimension from the above table relevant to the number.
Example 1: Summation is 8, please choose building dimension 8-9
Example 2: Summation is 13, 1+3 = 4, please choose building dimension 4-5
Building orientation: major axis in North-West – South-East
Windows: 2 m x 2 m windows as shown in Figure 1.
Doors: 3 m x 2.5 m doors as shown in Figure 3.
INTRODUCTION AND/OR CONCEPT DEVELOPMENT
Objective of project, loadings, material specification. Structural layout of your project in AutoCAD with appropriate dimensions.
DESIGN WIND SPEED CALCULATION
Site wind speed calculation (e.g., Table A). Design wind speed calculation.
AERODYNAMIC SHAPE FACTOR CALCULATION
Determine external pressure coefficients and aerodynamic shape factors (Wall and roof). Determine internal pressure coefficients and aerodynamic shape factors (Case 1 and 2).
CALCULATE WIND PRESSURE ON ROOFS AND WALLS
Northeast wind direction, Southwest wind direction, Northwest wind direction, Southeast wind direction (e.g., Table B, Table C).
CALCULATE WIND PRESSURE ON PORTAL FRAMES
North east wind direction (Central and end frame). Southwest wind direction (Central and end frame). Northwest wind direction (Central and end frame). Southeast wind direction (Central and end frame).
CALCULATE FORCE ON PORTAL FRAMES
Columns, Roof Purlins, Rafter beams.
FINAL DRAWINGS AND DETAILING
Pressure distribution on walls. Pressure distribution on roofs.
Scenarios considered for the wind load calculation:
? Case 1: No dominant opening
? Case 2: Doors and windows open
Engineering Assessment Answer
TASK: Design wind loads are required for a steel portal-framed warehouse in Melbourne as shown in Figure 1. The relevant information is as follows: Location: A suburb 10 km away from Melbourne Terrain: Suburban terrain for all directions Topography: Ground slope less than 1 in 20 for greater than 5 km in all directions
How to choose your group’s building dimension?
Please sum up the last digits of the group members’ student number. If the summation is less than 10, choose the building dimension from the above table relevant to the number. If the summation is greater than 10, sum up those two digits until one-digit number. Then choose the building dimension from the above table relevant to the number.
Example 1: Summation is 8, please choose building dimension 8-9
Example 2: Summation is 13, 1+3 = 4, please choose building dimension 4-5
Building orientation: major axis in North-West – South-East
Windows: 2 m x 2 m windows as shown in Figure 1.
Doors: 3 m x 2.5 m doors as shown in Figure 3.
INTRODUCTION AND/OR CONCEPT DEVELOPMENT
Objective of project, loadings, material specification. Structural layout of your project in AutoCAD with appropriate dimensions.
DESIGN WIND SPEED CALCULATION
Site wind speed calculation (e.g., Table A). Design wind speed calculation.
AERODYNAMIC SHAPE FACTOR CALCULATION
Determine external pressure coefficients and aerodynamic shape factors (Wall and roof). Determine internal pressure coefficients and aerodynamic shape factors (Case 1 and 2).
CALCULATE WIND PRESSURE ON ROOFS AND WALLS
Northeast wind direction, Southwest wind direction, Northwest wind direction, Southeast wind direction (e.g., Table B, Table C).
CALCULATE WIND PRESSURE ON PORTAL FRAMES
North east wind direction (Central and end frame). Southwest wind direction (Central and end frame). Northwest wind direction (Central and end frame). Southeast wind direction (Central and end frame).
CALCULATE FORCE ON PORTAL FRAMES
Columns, Roof Purlins, Rafter beams.
FINAL DRAWINGS AND DETAILING
Pressure distribution on walls. Pressure distribution on roofs.
Scenarios considered for the wind load calculation:
? Case 1: No dominant opening
? Case 2: Doors and windows open
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