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Design the column wooden section with 3.5 m in length Fixed at both ends. Use the given allowable stress below. The beam carries a Axial load of 85 KN. Use Square Section 1. Compressive Stress Parallel to Grain = 15 MPa 2. Modulus of Elasticity = 14000 MPa

Design the column wooden section with 3.5 m in length Fixed at both ends. Use the given allowable stress below. The beam carries a Axial load of 85 KN. Use Square Section 1. Compressive Stress Parallel to Grain = 15 MPa 2. Modulus of Elasticity = 14000 MPa

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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**Design of a Column Wooden Section** **Objective:** Design a wooden column section, with a length of 3.5 meters, fixed at both ends. The column is subjected to an axial load of 85 kN. The design requires the use of a square section. **Given Allowable Stress:** 1. **Compressive Stress Parallel to Grain:** 15 MPa 2. **Modulus of Elasticity:** 14,000 MPa **Note:** Use these parameters to ensure the column design supports the specified load safely within the given material constraints.
Transcribed Image Text:**Design of a Column Wooden Section** **Objective:** Design a wooden column section, with a length of 3.5 meters, fixed at both ends. The column is subjected to an axial load of 85 kN. The design requires the use of a square section. **Given Allowable Stress:** 1. **Compressive Stress Parallel to Grain:** 15 MPa 2. **Modulus of Elasticity:** 14,000 MPa **Note:** Use these parameters to ensure the column design supports the specified load safely within the given material constraints.
Expert Solution
Step 1: Given

L = 3.5 m or 3500 mm

P = 85 kN or 85000 N 

F'c = 15 MPa

E = 14000 MPa

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