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rnal pin) pent 3' p lok.ft B5 с F I al Sek F 2k/ft 44²+4²-9 8 ft 6ft, 6ft +4 + E # It K 3.3 ttt off 6ft

rnal pin) pent 3' p lok.ft B5 с F I al Sek F 2k/ft 44²+4²-9 8 ft 6ft, 6ft +4 + E # It K 3.3 ttt off 6ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determined the reactions at the supports
The diagram appears to be a structural analysis problem, showing a beam with various forces acting on it. Here is a detailed description: ### Beam and Forces: 1. **Beam Segment:** - The beam is horizontal and is sectioned into different parts with specified lengths. 2. **Support and Locations:** - Point A: This is a fixed support on the left end of the beam. - Point B: A location on the beam with a moment of 10 Kips-foot (Kip-ft). - Points C and D: Locations on the beam where additional forces and loads are applied. 3. **Forces and Loads:** - A distributed load of 2 Kips per foot (K/ft) is acting between points C and D, spanning a distance of 4 feet. - An additional point load is indicated further down the beam. 4. **Distances:** - The beam segments are labeled with distances of 6 ft, 6 ft, 8 ft, and two subsequent segments of 3 ft each. ### Diagonal Support: - The right side of the diagram features a diagonal support spanning vertically and horizontally: - Point E: Horizontal distance of 12 ft where a tension force K is pulling to the right. - Point F: Vertical distance from E to the support, totaling 12 ft (6 ft + 6 ft). ### Calculations: - Below the diagram, there’s a calculation noted as “-15,” possibly referring to a resultant force calculation or reaction. This structural setup likely represents a problem where the goal is to determine the reaction forces at supports or to find bending moments along the beam.
Transcribed Image Text:The diagram appears to be a structural analysis problem, showing a beam with various forces acting on it. Here is a detailed description: ### Beam and Forces: 1. **Beam Segment:** - The beam is horizontal and is sectioned into different parts with specified lengths. 2. **Support and Locations:** - Point A: This is a fixed support on the left end of the beam. - Point B: A location on the beam with a moment of 10 Kips-foot (Kip-ft). - Points C and D: Locations on the beam where additional forces and loads are applied. 3. **Forces and Loads:** - A distributed load of 2 Kips per foot (K/ft) is acting between points C and D, spanning a distance of 4 feet. - An additional point load is indicated further down the beam. 4. **Distances:** - The beam segments are labeled with distances of 6 ft, 6 ft, 8 ft, and two subsequent segments of 3 ft each. ### Diagonal Support: - The right side of the diagram features a diagonal support spanning vertically and horizontally: - Point E: Horizontal distance of 12 ft where a tension force K is pulling to the right. - Point F: Vertical distance from E to the support, totaling 12 ft (6 ft + 6 ft). ### Calculations: - Below the diagram, there’s a calculation noted as “-15,” possibly referring to a resultant force calculation or reaction. This structural setup likely represents a problem where the goal is to determine the reaction forces at supports or to find bending moments along the beam.
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