Answer problem 5.11-9: Same as problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beam). **Transcription and Explanation for Educational Purposes:**---### Diagram: Figure P5.11-7- **Description:** The diagram is a schematic of a floor system showing five vertical lines labeled as "A" and "B," which represent beams. There are four spaces between these beams, each measuring 5 feet, totaling 20 feet. The vertical length of the figure is 30 feet.---### Problem Description**5.11-8**- **Objective:** Design a typical girder for the floor system shown in Figure P5.11-7.- **Method:** - Use Load and Resistance Factor Design (LRFD).- **Instructions:** - Do not check deflections. - Assume the girder supports beams on each side. - Each beam weighs 35 pounds per foot. - Consider beam reactions as point loads on the girder.**Tasks:**- **a.** Use LRFD.- **b.** Use Allowable Strength Design (ASD).**5.11-9**- **Objective:** Similar to Problem 5.11-8, but change the loading condition.- **Instructions:** - Consider all loads on the girder as a uniform load. - Include the weight of the beams when calculating the load.---This content would be suitable for teaching structural engineering students about designing girders using different design methods, particularly focusing on LRFD and ASD.

A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system of Problem 5.11-7. Do not check deflections. Assume that the girder is supporting beams on each side, and assume that the beams weigh 35 lb/ft. Consider the beam reactions to act as point loads on the girder. a. Use LRFD. b. Use ASD. 5.11-9 Same as Problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beams).

A 30' B 4@ 5' = 20'- FIGURE P5.11-7 5.11-8 Use LRFD and design a typical girder for the floor system of Problem 5.11-7. Do not check deflections. Assume that the girder is supporting beams on each side, and assume that the beams weigh 35 lb/ft. Consider the beam reactions to act as point loads on the girder. a. Use LRFD. b. Use ASD. 5.11-9 Same as Problem 5.11-8, but let all the loads on the girder act as a uniform load (be sure to include the weight of the beams).

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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