RMalaska
Structural
- Jul 31, 2003
- 12
I am currently engineering upgrades for a building (1960 vintage) which used Granco Cofar concrete slabs on metal deck throughout. The designations look like 5-1/4C24. My first question for anyone is are there still load tables available for this deck? The company went out of business in the late 60's.
Simple calculations based on the SDI manual trying to determine the maximum allowable unshored length yield about 5'-9", while my specific situation deals with spans between 10'-9" and 13'-0". With this info, I am assuming that the deck was shored. How would I go about calculating the allowable live load on this deck?
Simple calculations based on the SDI manual trying to determine the maximum allowable unshored length yield about 5'-9", while my specific situation deals with spans between 10'-9" and 13'-0". With this info, I am assuming that the deck was shored. How would I go about calculating the allowable live load on this deck?