1. Engineering
  2. Civil Engineering
  3. 1a shown below is a roof framing plan for a...

Question: 1a shown below is a roof framing plan for a...

Question details

1a) Shown below is a roof framing plan for a wood framed factory. The roof dead load is 12 psf and roof live load is 20 psf. Draw FBDs for a typical 4x14 Beam (B1) and a typical 6%x33 Glulam Girder (GI), show the loading conditions and determine end reactions for each. Ignore the self-weight of the Beam and Girder 100 50 50 10, TYP 2- 1 ( 314 x33 Guam), TY 2x 6T&G Wood Decking, TYP Roof Framing Plan 1b) Based on the appropriate reactions previously calculated, determine the axial compressive stress in the 12x12 column C1 (A 132.3 in2).

Solution by an expert tutor
Blurred Solution
This question has been solved
Subscribe to see this solution