Q2 Draw the shear and moment diagrams for each of the three members of the frame. Assume the frame is pin connected at A, C, and D and there is fixed joint at B. 45 kd/m 4 m B 50 KN 1.5 m- -2 m 40 kN -1.5 m- 6 m 15 kN/m
Q2 Draw the shear and moment diagrams for each of the three members of the frame. Assume the frame is pin connected at A, C, and D and there is fixed joint at B. 45 kd/m 4 m B 50 KN 1.5 m- -2 m 40 kN -1.5 m- 6 m 15 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve this problem in detail so a beginner can understand your thought process. Go over every step.
Subject is Structural Analysis

Transcribed Image Text:The task requires drawing the shear and moment diagrams for the three members of a structural frame. The problem states that the frame is pin-connected at points \( A, C, \) and \( D \) with a fixed joint at \( B \).
### Diagram Explanation
- **Diagram Overview:**
- The diagram is a rectangular frame fixed in a concrete foundation at point \( A \).
- The horizontal beam at the top spans between points \( B \) and \( C \) with point \( C \) connected to the vertical member.
- **Dimensions and Loads:**
- The vertical member on the left (between \( A \) and \( B \)) is 4 meters high.
- The horizontal member (between \( B \) and \( C \)) is 5 meters long.
- The right vertical member (between \( C \) and \( D \)) is 6 meters high.
- There is a 50 kN point load located 1.5 meters from \( B \).
- A 40 kN point load is located 2 meters from the same point \( B \).
- A distributed load of 15 kN/m is acting along the height of the right vertical member (from \( C \) to \( D \)).
### Structural Information:
- **Points and Connections:**
- \( A \) is a pin connection, offering no moment resistance.
- \( B \) is a fixed joint, resisting shear and bending moments.
- \( C \) is another pin connection.
- \( D \) at the base of the right member is a pin connection too.
To solve, analyze each structural member considering equilibrium equations to find internal forces and moments. Draw the shear and moment diagrams based on these calculated values.
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