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What is the value of each of the point loads acting on girder G3 in kips to one decimal place? b. What is the value of the force in column C5 in the top floor (in kips to one decimal place)?

What is the value of each of the point loads acting on girder G3 in kips to one decimal place? b. What is the value of the force in column C5 in the top floor (in kips to one decimal place)?

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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a. What is the value of each of the point loads acting on girder G3 in kips to one decimal place?

b. What is the value of the force in column C5 in the top floor (in kips to one decimal place)?

**Forces in Beams, Girders, and Columns** For the floor plan shown below, \( a = 20 \, \text{ft} \), \( b = 30 \, \text{ft} \), and \( c = 4 \, \text{ft} \). Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions. --- **Diagram Explanation:** The diagram depicts a structural floor plan with labeled beams, girders, and columns. The structure has a grid layout: - **Columns (C)**: Labeled C1 to C6 and G1 to G3 vertically, and C2 to C4 horizontally. - **Girders (G)**: Labeled G2 and G3 horizontally. - **Beams (B)**: Labeled B1 and B2 horizontally. The dimensions are marked clearly with \( a = 20 \, \text{ft} \) and \( b = 30 \, \text{ft} \) for horizontal distances between columns, and \( c = 4 \, \text{ft} \) for vertical spacings marked as \( 8 \ @ \ c \). Each element interacts in the load-bearing structure to support a uniform floor load of 35 pounds per square foot (psf) across each floor of a 5-story building.
Transcribed Image Text:**Forces in Beams, Girders, and Columns** For the floor plan shown below, \( a = 20 \, \text{ft} \), \( b = 30 \, \text{ft} \), and \( c = 4 \, \text{ft} \). Each floor of the regular 5-story building is subjected to a floor load of 35 psf. Answer the three questions to the right. Do not apply live load reductions. --- **Diagram Explanation:** The diagram depicts a structural floor plan with labeled beams, girders, and columns. The structure has a grid layout: - **Columns (C)**: Labeled C1 to C6 and G1 to G3 vertically, and C2 to C4 horizontally. - **Girders (G)**: Labeled G2 and G3 horizontally. - **Beams (B)**: Labeled B1 and B2 horizontally. The dimensions are marked clearly with \( a = 20 \, \text{ft} \) and \( b = 30 \, \text{ft} \) for horizontal distances between columns, and \( c = 4 \, \text{ft} \) for vertical spacings marked as \( 8 \ @ \ c \). Each element interacts in the load-bearing structure to support a uniform floor load of 35 pounds per square foot (psf) across each floor of a 5-story building.
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