A column is subjected to the following loads: dead load = 26 kips, occupancy live load = 15 kips, roof live load = 5 kips, snow load = 8 kips, rain load = 5 kips, and wind load = 8 kips. All loads are compression except for the wind load, which can be either tension or compression. 1. If load and resistance factor design is used, determine the factored load (required strength) to be used in the design of the column. Which AISC load combination controls? 2. What is the required design strength of the column? 3. What is the required nominal strength of the column for a resistance factor f of 0.90? 4. If allowable strength design is used, determine the required load capacity(required strength) to be used in the design of the column. Which AISC load combination controls? 5. What is the required nominal strength of the column for a safety factor Ω of 1.67? =I. A column is subjected to the following loads: dead load = 26 kips, occupancy live load 15 kips, rooflive load = 5 kips, snow load = 8 kips, rain load = 5 kips, and wind load = 8 kips. All loads are compressionexcept for the wind load, which can be either tension or compression.1.If load and resistance factor design is used, determine the factored load (required strength) tobe used in the design of the column. Which AISC load combination controls?2.What is the required design strength of the column?3. What is the required nominal strength of the column for a resistance factor f of 0.90?4.If allowable strength design is used, determine the required load capacity (required strength) tobe used in the design of the column. Which AISC load combination controls?5. What is the required nominal strength of the column for a safety factor of 1.67?

Given:- The magnitude of the dead load (D) = 26 kips The magnitude of the occupancy live load (L) =…

Answered: A column is subjected to the following…

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 column is subjected to the following loads: dead load = 26 kips, occupancy live load = 15 kips, roof
live load = 5 kips, snow load = 8 kips, rain load = 5 kips, and wind load = 8 kips. All loads are compression
except for the wind load, which can be either tension or compression.

1. If load and resistance factor design is used, determine the factored load (required strength) to
be used in the design of the column. Which AISC load combination controls?
2. What is the required design strength of the column?
3. What is the required nominal strength of the column for a resistance factor f of 0.90?
4. If allowable strength design is used, determine the required load capacity(required strength) to
be used in the design of the column. Which AISC load combination controls?
5. What is the required nominal strength of the column for a safety factor Ω of 1.67?

=
I. A column is subjected to the following loads: dead load = 26 kips, occupancy live load 15 kips, roof
live load = 5 kips, snow load = 8 kips, rain load = 5 kips, and wind load = 8 kips. All loads are compression
except for the wind load, which can be either tension or compression.
1.
If load and resistance factor design is used, determine the factored load (required strength) to
be used in the design of the column. Which AISC load combination controls?
2.
What is the required design strength of the column?
3. What is the required nominal strength of the column for a resistance factor f of 0.90?
4.
If allowable strength design is used, determine the required load capacity (required strength) to
be used in the design of the column. Which AISC load combination controls?
5. What is the required nominal strength of the column for a safety factor of 1.67?

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