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Structural Analysis-I
Dr. Ali Tayeh Second Semester
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Lecture 5 Trusses
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Trusses in Building
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Trusses Types for Building
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Truss Bridge
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Truss Bridge Types
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Classification of coplanar Truss
1. Simple Truss
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2. Compound Truss
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3. Complex Truss لا تنطبق علية شروط الجمالون البسيط ولا المركب
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Determinacy For plane truss If b+r = 2j statically determinate
If b+r > 2j statically indeterminate Where b = number of bars r = number of external support reaction j = number of joints Determinacy
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Stability For plane truss If b+r < 2j unstable
The truss can be statically determinate or indeterminate (b+r >=2j) but unstable in the following cases: External Stability: truss is externally unstable if all of its reactions are concurrent or parallel Stability
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Internal stability: Internally stable Internally unstable
b + r = 2 j Statically determinate b + r > 2 j Statically Indeterminate b + r < 2 j Unstable Internally unstable
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Classify each of the truss as stable , unstable, statically determinate or indeterminate.
b + r = 2 j Statically determinate b + r > 2 j Statically Indeterminate b + r < 2 j Unstable b = 19 , r = 3 , j = 11 b = 15 , r = 4 , j = 9 b + r = = 22 b + r = = 19 2 j = 2 (11) = 22 2 j = 2 (9) = 18 Statically determinate & Stable. Statically Indeterminate & Stable.
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b + r = 2 j Statically determinate b + r > 2 j Statically Indeterminate b + r < 2 j Unstable b = 9 , r = 3 , j = 6 b = 12 , r = 3 , j = 8 b + r = = 12 b + r = = 15 2 j = 2 (6) = 12 2 j = 2 (8) = 16 Statically determinate & Stable. Unstable
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The Method of Joints STEPS FOR ANALYSIS
1. If the support reactions are not given, draw a FBD of the entire truss and determine all the support reactions using the equations of equilibrium. 2. Draw the free-body diagram of a joint with one or two unknowns. Assume that all unknown member forces act in tension (pulling the pin) unless you can determine by inspection that the forces are compression loads. 3. Apply the scalar equations of equilibrium, FX = 0 and FY = 0, to determine the unknown(s). If the answer is positive, then the assumed direction (tension) is correct, otherwise it is in the opposite direction (compression). 4. Repeat steps 2 and 3 at each joint in succession until all the required forces are determined.
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The Method of Joints
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Example 1 Solve the following truss
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Group Work Determine the force in each member
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Zero Force Member 1- If a joint has only two non-collinear members and there is no external load or support reaction at that joint, then those two members are zero-force members non-collinear غير واقعين على نفس الخط
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Zero Force Member 2- If three members form a truss joint for which two of the members are collinear and there is no external load or reaction at that joint, then the third non-collinear member is a zero force member.
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Example 2 Find Zero force member of the following truss
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END ANY QUESTION?
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