Analysis of Statically Determinate Trusses · 2018. 10. 11. · Analysis of Determinate Trusses...
Transcript of Analysis of Statically Determinate Trusses · 2018. 10. 11. · Analysis of Determinate Trusses...
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Trusses
Analysis of Statically Determinate Trusses
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Analysis of Determinate Trusses
Characteristics
• Slender Members
• Wooden Struts
• Metal Bars/Angles/Channels
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Analysis of Determinate Trusses Characteristics
• Pinned/Bolted Welded Joint Connections
• Gusset Plates
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Analysis of Determinate Trusses
• Loads at Joints
• Members in Tension/Compression
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Analysis of Determinate Trusses
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Analysis of Determinate Trusses
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Analysis of Determinate Trusses
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Roof Trusses - Terminology
Supports Wood/Steel/RC Columns Masonry Walls
Bent: Roof Truss and Supporting Columns
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Roof Trusses - Selection
Short Spans (<60 ft)
Requiring Overhead Clearance
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Roof Trusses - Selection
Moderate Spans (60-100 ft)
May be modified for flat roofs
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Roof Trusses - Selection
Larger Spans (>100 ft)
May have cambered bottom chord
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Roof Trusses - Selection
Suitable for flat or nearly flat roofs
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Roof Trusses - Selection
Location of column not an issue
Uniform lighting is important
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Roof Trusses - Selection
Garages and small airplane hangars
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Roof Trusses - Selection
High rises and long spans
Field houses
Gymnasiums etc
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Bridge Trusses - Terminology
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Bridge Trusses - Selection
Spans <200ft
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Bridge Trusses - Selection
Spans <300ft
• Warren truss with verticals and
polygonal upper chord
• Slope of diagonals 45-60o
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Bridge Trusses - Selection
Longer Spans
Subdivided Trusses
K-Truss
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OK 99 Pond Creek Bridge, Osage County
K-Truss
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Warren Truss Bridge
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Assumptions for Design
• Members are joined together by smooth pins
– Center lines of joining members are concurrent at a point
– In reality some rigidity exists: Secondary stresses
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Assumptions for Design
• All loads are applied at joints
– Self weight is neglected IF small compared to forces
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Assumptions for Design
• Axial Force Members
– Tension/Compression
– Compression Members Usually Thicker
Tension
Compression
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Classification of Coplanar Trusses
SIMPLE TRUSS - Triangles
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Classification of Coplanar Trusses
COMPOUND
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Classification of Coplanar Trusses
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Determinacy
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Determinacy
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Analysis Methods
• Methods of Joints
• Method of Sections
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Method of Joints
Truss in Equilibrium => Each Joint in Equilibrium
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Procedure
• Consider one joint at a time – Draw FBD
– Condition: At least one known force; at most two unknown forces
• Establish sense of unknown force
– Hint: Assume unknown forces “pulling on pin”; numerical solution (+) tension in member, (-) compression in member
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Procedure
• Write equations of equilibrium of node
– Hint: Select x-y CS such that forces on FBD can be easily resolved into components
• Take advantage of symmetries
• Identify zero force members
– (i) only two members form a joint and no loads or supports on joint
– (ii) three members form a joint; two members colinear => third member zero force
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Zero-Force Members
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Zero-Force Members
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Zero-Force Members
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Method of Sections
Truss in Equilibrium => Each PART in Equilibrium
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Method of Sections
Truss in Equilibrium => Each PART in Equilibrium
Efficient when forces of only
a few members are to be
found
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Method of Sections - Procedure
Free Body Diagram
• Determine external reactions of entire truss
• Decide how to section truss
Hint: Three(3) unknown forces at the most
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Method of Sections – Procedure (cont’d)
Free Body Diagram
• Draw FBD of one part
Hint: Choose part with least number of forces
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Method of Sections – Procedure (cont’d)
Free Body Diagram
• Establish direction of unknown forces
(a)Assume all forces cause tension in member
Numerical results: (+) tension (-) compression
(a)Guess Direction
Numerical results: (+) Guess is correct
(-) Force in opposite direction
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Method of Sections – Procedure (cont’d)
0
0
0
M
F
F
y
x
Equations of Equilibrium
Take moments about a
point that lies on the
intersection of the lines of
action of two unknown
forces