H G 3 k 15 ft D E F 4 k - 15 ft A B C E 18 ft- -20 ft

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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The diagram displays a structural framework with labeled points and forces applied. It comprises two levels, each with rectangular sections, and horizontal and vertical dimensions provided.

**Dimensions and Layout:**

- **Height:** The total height is divided into two sections, each measuring 15 feet. 
- **Width:** The lower level has two sections, measuring 18 feet and 20 feet respectively.

**Points and Force Directions:**

- The structure consists of intersecting points labeled A, B, C, D, E, F, G, H, and I.
- A horizontal force of 3 kips (k) is applied leftward at point I.
- A horizontal force of 4 kips (k) is applied leftward at point D.

Each section formed by intersecting lines represents segment divisions of the structure, which could signify beams or load-bearing components in an engineering context.
Transcribed Image Text:The diagram displays a structural framework with labeled points and forces applied. It comprises two levels, each with rectangular sections, and horizontal and vertical dimensions provided. **Dimensions and Layout:** - **Height:** The total height is divided into two sections, each measuring 15 feet. - **Width:** The lower level has two sections, measuring 18 feet and 20 feet respectively. **Points and Force Directions:** - The structure consists of intersecting points labeled A, B, C, D, E, F, G, H, and I. - A horizontal force of 3 kips (k) is applied leftward at point I. - A horizontal force of 4 kips (k) is applied leftward at point D. Each section formed by intersecting lines represents segment divisions of the structure, which could signify beams or load-bearing components in an engineering context.
Draw the (a) axial (b) shear and (c) bending moment diagram of the girders. Use portal method for structure (1), cantilever method for structure (2) and Factor Method for structure (3). All columns have the same area. The beams and columns have the same modulus of elasticity. Assume moment inertia of beams is twice the moment of inertia of columns.
Transcribed Image Text:Draw the (a) axial (b) shear and (c) bending moment diagram of the girders. Use portal method for structure (1), cantilever method for structure (2) and Factor Method for structure (3). All columns have the same area. The beams and columns have the same modulus of elasticity. Assume moment inertia of beams is twice the moment of inertia of columns.
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