3. LOAD TRACING 2-1. The steel framework is used to support the rein- forced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a 2 m, b=5m. Hint: See Tables 1-2 and 1-4. 2-2. Solve Prob. 2-1 with a = 3 m, b = 4 m. Probs. 2-1/2-2 4. 2-11. Classify each of the structures as statically determinate, statically indeterminate, or unstable. If indeterminate, specify the degree of indeterminacy. The supports or connections are to be assumed as stated. (d) (e) Prob. 2-11 (c) (b) (a) §

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Direction: Write the answer in a bond paper with complete solutions drawings. Strictly write in bond paper and picture it.

 

Topic: Sheer & Moment diagrams, Reaction at Supports, Load Tracing, Method of Joint, and Method of Section

 

Course: Theory Of Structure

3. LOAD TRACING
2-1. The steel framework is used to support the rein-
forced stone concrete slab that is used for an office. The
slab is 200 mm thick. Sketch the loading that acts along
members BE and FED. Take a 2 m, b=5m. Hint:
See Tables 1-2 and 1-4.
2-2. Solve Prob. 2-1 with a = 3 m, b = 4 m.
Probs. 2-1/2-2
Transcribed Image Text:3. LOAD TRACING 2-1. The steel framework is used to support the rein- forced stone concrete slab that is used for an office. The slab is 200 mm thick. Sketch the loading that acts along members BE and FED. Take a 2 m, b=5m. Hint: See Tables 1-2 and 1-4. 2-2. Solve Prob. 2-1 with a = 3 m, b = 4 m. Probs. 2-1/2-2
4.
2-11. Classify each of the structures as statically
determinate, statically indeterminate, or unstable. If
indeterminate, specify the degree of indeterminacy. The
supports or connections are to be assumed as stated.
(d)
(e)
Prob. 2-11
(c)
(b)
(a)
§
Transcribed Image Text:4. 2-11. Classify each of the structures as statically determinate, statically indeterminate, or unstable. If indeterminate, specify the degree of indeterminacy. The supports or connections are to be assumed as stated. (d) (e) Prob. 2-11 (c) (b) (a) §
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