applied service loads without exceeding the maximum live load deflection limit of L/360
applied service loads without exceeding the maximum live load deflection limit of L/360
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![**Assignment 6.2: Beam Deflection**
**Applied Service Loads:**
- \(w_1 = 500 \, \text{lb/ft}\)
- \(w_2 = 1000 \, \text{lb/ft}\)
A diagram is depicted showing a beam supported at both ends with distributed loads applied across its length. The span length of the beam is noted as 20 ft.
**Task:**
If lateral support is provided at both ends and at mid-span, select the lightest W section of A992 steel that can safely carry the applied service loads without exceeding the maximum live load deflection limit of L/360.
**Hint:** Use the maximum allowable deflection to determine \((I_x)_{\text{required}}\) for the section.
**Diagram Explanation:**
- The beam is horizontally placed with arrows indicating two different uniformly distributed loads along its length.
- The support points are marked at each end of the beam, signifying where it is held up.
- The notation \(L = 20 \, \text{ft}\) denotes the length of the span across which the loads are applied.
This assignment is designed to help students apply principles of structural engineering and material science to real-world scenarios, focusing on selecting suitable steel sections based upon load requirements and deflection limits.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F330ed3a3-f99b-4d8a-b363-50acb4ad2b33%2F138310ce-c205-4d51-acf0-62afe111a71d%2Fbq2xsrq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:**Assignment 6.2: Beam Deflection**
**Applied Service Loads:**
- \(w_1 = 500 \, \text{lb/ft}\)
- \(w_2 = 1000 \, \text{lb/ft}\)
A diagram is depicted showing a beam supported at both ends with distributed loads applied across its length. The span length of the beam is noted as 20 ft.
**Task:**
If lateral support is provided at both ends and at mid-span, select the lightest W section of A992 steel that can safely carry the applied service loads without exceeding the maximum live load deflection limit of L/360.
**Hint:** Use the maximum allowable deflection to determine \((I_x)_{\text{required}}\) for the section.
**Diagram Explanation:**
- The beam is horizontally placed with arrows indicating two different uniformly distributed loads along its length.
- The support points are marked at each end of the beam, signifying where it is held up.
- The notation \(L = 20 \, \text{ft}\) denotes the length of the span across which the loads are applied.
This assignment is designed to help students apply principles of structural engineering and material science to real-world scenarios, focusing on selecting suitable steel sections based upon load requirements and deflection limits.
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