BV Detailing & Design, Inc.

      Copyright © 2010 BV Detailing & Design, Inc.

This building features several large balcony and roof trusses. Truss BT6 weighs approximately 50 tons, is 9'-0 deep and 120'-0 long. BT6 had 6 1/2" of camber built in. After erection, the truss deflected 1 1/4" due to it's own dead weight. Roof truss RT5 was erected on May 24, 2004 (view image).

Images and Pictures:

• Woodland-Iso1.jpg (444 kb)
• Woodland-Detail1.jpg (581 kb)
• Woodland-Detail2.jpg (182 kb)
• Woodland-VRML2.jpg (635 kb)
• Woodland-VRML3.jpg (329 kb)
• Woodland-VRML4.jpg (331 kb)
• Woodland-RT.jpg (439 kb)
• Woodland-BT.jpg (396 kb)
• Woodland-RT6.jpg (569 kb) - Roof truss RT6 in the air

Sample Drawings:

• Woodland-BT6.pdf (591 kb)
• Woodland-BT7.pdf (533 kb)
• Woodland-RT5.pdf (670 kb)
• Woodland-E0101.pdf (514 kb)
• Woodland-E0102.pdf (568 kb)
• Woodland-E0112.pdf (334 kb)
• Woodland-E1101.pdf (489 kb)
• Woodland-E1102.pdf (489 kb)
• Woodland-E1103.pdf (576 kb)
• Woodland-E1104.pdf (279 kb)
• Woodland-AB1.pdf (524 kb)

Sample Calculations:

• Axial Force Columns Line AA
• Axial Force Requiring Thru-Plate

       Send mail to BV Detailing with questions or comments about this web site.
       Last modified: 02/24/10

       This website is maintained by Bruce Vaughan using Microsoft Frontpage.