Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question

Looking to get help calculating #7.

1. Determine whether a W14x90, A992 column with a length of 12.5 ft is adequate in a braced frame to carry the following loads from a first-order analysis: a compressive dead load of 100 kips and live load of 300 kips, a dead load moment of 30 ft-kips and live load moment of 70 ft- kips at one end, and a dead load moment of 15 ft-kips and a live load moment of 35 ft-kips at the other. The member is bending in reverse curvature about the strong axis. Determine by (a) LRFD and (b) ASD.
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Transcribed Image Text:1. Determine whether a W14x90, A992 column with a length of 12.5 ft is adequate in a braced frame to carry the following loads from a first-order analysis: a compressive dead load of 100 kips and live load of 300 kips, a dead load moment of 30 ft-kips and live load moment of 70 ft- kips at one end, and a dead load moment of 15 ft-kips and a live load moment of 35 ft-kips at the other. The member is bending in reverse curvature about the strong axis. Determine by (a) LRFD and (b) ASD.
7. Reconsider the column and loadings in Problem 1 if that column were bent in single curvature by (a) LRFD and (b) ASD.
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Transcribed Image Text:7. Reconsider the column and loadings in Problem 1 if that column were bent in single curvature by (a) LRFD and (b) ASD.
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Step 1: Introduce the problem statement
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Step 2: Determine unfactored and factored load
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Step 3: Section strength from AISC databse
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Step 4: Determine B1 and Cb for LRFD
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Step 5: Chek for adequacy of section using LRFD
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Step 6: Determine B1 for ASD
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Step 7: Determine Cb for ASD
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Step 8: Chek for adequacy of section using ASD
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Solution
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