Quiz_2.10

2 3 4 10typ planview 4

Info iconThis preview shows page 1. Sign up to view the full content.

View Full Document Right Arrow Icon
This is the end of the preview. Sign up to access the rest of the document.

Unformatted text preview: r live load reduction calculations? 100 sf 200 sf 1000 sf 1400 sf 10’ 50’ 20’ Typ 1. 2. 3. 4. 10’ Typ Plan View 4. 4. Which value below is not a valid roof live load, Lr? 1. 2. 3. 4. 9 psf 12 psf 15 psf 18 psf Roof loads depend on the tributary area of the member and range from 12 psf to 20 psf. 5. 5. Which of the members below is in tension? T T 1. 2. 3. 4. M2 M3 M8 M11 6. 6. Which of the members below is in compression? C C 1. 2. 3. 4. M2 M5 M7 M9 7. Which influence diagram is correct for Member 25 ? 1. 2. 3. 4....
View Full Document

This note was uploaded on 12/23/2012 for the course CE 331 taught by Professor Wang,j during the Spring '08 term at Alabama.

Ask a homework question - tutors are online