Title: ECIV 320 Structural Analysis I
1ECIV 320 Structural Analysis I
Structure
A system of connected parts used to support load
connected parts STRUCTURAL ELEMENTS
2Structural Elements
- Tie Rods
- (bracing struts)
- Tensile Forces
- Usually Slender
3Structural Elements
- Beams
- Characteristics
- Straight horizontal members
- Carry Primarily vertical loads
- Resist mainly bending
- Material
- Steel
- Reinforced Concrete
- Wood
4Structural Elements
- Columns
- Characteristics
- Vertical members
- Carry primarily vertical loads
- Resist mainly compressive forces
- Beam-Columns (Resist flexure)
5Types of Structures
- Trusses
- Planar
- Bridge, Roof support
- Space
- Towers, Derricks
Structure in Bending Members in Axial
6Types of Structures
- Cables
- Carry Loads in Tension
- Building Roofs, Bridges
7Types of Structures
- Arches
- Carry Loads in Compression
- Bridges
- Dome Roofs
- Openings in Masonry walls
8Types of Structures
- Frames
- Composed of Beams Columns
- Pin or Fixed Connections
- 2-D or 3-D
- Bending
9Types of Structures
- Surface Structures
- Made of materialhaving very smallthickness
- Very flexible membrane action
- Rigid plates and shells
10Design Loads
Most important and difficult task is the accurate
estimation of loads applied to a structure over
its life
Second most difficult is to determine load
combinations
11Design Loads - Types
Types of Loads
Dead Loads
Live Loads
- Weight of structural members
- Objects permanently attached to structure
- Vary in magnitude and location
- Objects temporarily attached to structure
12Design Loads - References
References General Building Codes
ASCE Minimum design loads for buildings and other
structures ASCE 7-02, ASCE 7-05
International Building Code Whittier CA,
International Conference of Building Officials
References Bridge Design Codes
Standard Specifications for Highway Bridges
(AASHTO)
Specifications for Steel Railway Bridges (AREA)
13Design Loads - References
References Design Codes
Building Code Requirements for Reinforced
Concrete (ACI) Manual of Steel Construction
(AISC) National design Specification for Wood
Construction (American Forest and Paper
Association)
14Design Loads Densities of Materials
15Design Loads densities of Materials
16Design Loads Minimum Dead
17Design Loads - Minimum Dead
18Dead Loads - Example
19Dead Loads - Example
20Live Loads
- Building Loads
- Bridge Loads
- Wind Loads
- Snow Loads
- Earthquakes
- Hydrostatic and Load Pressure
- Other Natural Loads
21Live Loads - Buildings
22Live Loads Bridges
- AASHTO
- Wheel loading and spacing
- Series of loadings at critical locations
- Dynamic Effects - Impact
23Wind Loads
Wind velocity depends on Height Terrain
Winds kinetic energy is converted to potential
energy
24Wind Loads
http//www.camerashoptacoma.com/mpegs/TacomaNarrow
sBridge.mpg
25Wind Loads
Dynamic or Static Approach
Static Approach (not suitable for high-rise
buildings)
- Static Approach 2-Step Process
- Step 1 Compute Kinetic Energy
- Step 2 Compute Wind Pressure on Surfaces
26Wind Loads Step 1
Wind Kinetic Energy q0.5rV2
ASCE 7-02 modifies q to account for importance of
structure, height and terrain
27Wind Loads Step 1
28Wind Loads Step 1
29Wind Loads Step 1
30Wind Loads Step 1
31Wind Loads Step 2
External Pressure
Internal Pressure
32Wind Loads Step 2
33Wind Loads Step 2
34Wind Loads Step 2
35Wind Loads Step 2
36Wind Loads Step 2
37Wind Loads Step 2
38Snow Loads
39Load Combinations
- Structural Design is not an action movie!
- Loads could act simultaneously
- Uncertainty Probability Theory LRFD
- 1.4 (DL)
- 1.2(DL) 1.6(LL) 0.5(SL)
- 1.2(DL) 1.5(E) 0.5(LL)
- etc
40Homework
- Reading Assignment
- Section 1.1 1.4
- Examples 1.1 1.4
- Live Load Reduction, Design Wind Pressure for
Signs - Homework Problems 1-3, 1-6, 1-9, 1-16, 1-17