A three-story building has interior columns spaced 8m apart in design loads for the building are as follows: DL: 5.0 kPa (Roof) 7.0 kPa (typical for each floor) LL: 0 (Roof Deck) 6.0 kPa (2nd Floor) 2.4 kPa (3rd Floor) Recognizing that the probability of supporting a large fully loaded tributary area is small, building codes permit reduction. Use the attached alternate floor live load reduction provisions. What is the total axial load on an interior column at the ground floor level due to service LL?

Report
Question

Please briefly explain why you feel this question should be reported.

Report
Cancel
A three-story building has interior columns spaced 8m apart in design loads for the building are as follows: DL: 5.0 kPa (Roof) 7.0 kPa (typical for each floor) LL: 0 (Roof Deck) 6.0 kPa (2nd Floor) 2.4 kPa (3rd Floor) Recognizing that the probability of supporting a large fully loaded tributary area is small, building codes permit reduction. Use the attached alternate floor live load reduction provisions. What is the total axial load on an interior column at the ground floor level due to service LL?

A three-story building has interior columns spaced 8m apart in design loads for the building are as follows:
DL: 5.0 kPa (Roof)
7.0 kPa (typical for each floor)
LL: 0 (Roof Deck)
6.0 kPa (2nd Floor)
2.4 kPa (3rd Floor)
Recognizing that the probability of supporting a large fully loaded tributary area is small, building codes permit reduction. Use the attached alternate floor live load reduction provisions.

What is the total axial load on an interior column
at the ground floor level due to service LL?

in progress 0
sheen 2025-02-06T17:09:32+05:00 1 Answer 14 views Beginner
0
MathJax Example

Answer ( 1 )

  1. Mechanical Engineering Expert
    0
    2025-02-06T17:55:42+05:00
    Report Reply

    Please briefly explain why you feel this answer should be reported.

    Report
    Cancel

Leave an answer

Browse

By answering, you agree to the Terms of Service and Privacy Policy.