**Column Analysis: Ultimate Compression Capacity**The given column is constructed using a W14x132 section of A992 steel. It is characterized by the following support conditions:- **Pinned at the Top**: The top of the column allows for rotation but not for horizontal movement.- **Fixed at the Base**: The base of the column is rigid, preventing both rotation and translation.- **Span**: The total height of the column is 40 feet.**Diagram Explanation**:- The diagram illustrates a vertical steel column, with its strong and weak axes marked.- Two downward arrows labeled \(P_u = ?\) represent the unknown ultimate load at both ends of the column.- The strong and weak axes are shown, with indicators pointing to potential ultimate load calculations (\(P_u\)) for each axis.- An additional pin support is introduced on the weak axis, positioned 18 feet from the column’s top, to enhance stability.**Objective**:To determine the ultimate compression capacity (\(P_u\)) of this column using the theoretical k-value. This calculation is based on the given support conditions and structural properties.

Answered: Image /qna-images/answer/4d3b4c59-399b-4a83-a802-77c65119bb1a.jpg

P,= ? P= ? The column shown is made of a W14x132 section of A992 steel. The column is pinned at the top and fixed at the base and has a span of 40 ft 18 ft On the weak axis, a pin support is provided at 18 ft from the top to strengthen the column. W 14x132 A992 40 ft Steel 22 ft Use theoretical k value based on the support conditions, determine the ultimate Strong Axis Weak Axis ↑ ↑ compression capacity of this column. P= ? P,= ?

P,= ? P= ? The column shown is made of a W14x132 section of A992 steel. The column is pinned at the top and fixed at the base and has a span of 40 ft 18 ft On the weak axis, a pin support is provided at 18 ft from the top to strengthen the column. W 14x132 A992 40 ft Steel 22 ft Use theoretical k value based on the support conditions, determine the ultimate Strong Axis Weak Axis ↑ ↑ compression capacity of this column. P= ? P,= ?

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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