2 2x8 beam span table: free download. On-line document store on 5y1.org

[DOCX File]Welcome to City of Anderson, California
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Table 2 Notes: 1.See Figure 4 for definition of roof rafter maximum horizontal span. 2.“Non-tile Roof” = asphalt shingle, wood shingle and wood shake, with an assumed roof assembly weight of 10 psf.
2x12 beam span chart

[DOC File]FOREWORD - Quia
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Beam Types: S – standard, W – wide flange, S- beam, W – beam, I-beams come in two standards; Wide flange. Standard wide flange - Beam supports greater weight, More stable than standard S-beam. “W 18 x 62” means “Wide flange beam, 18” tall, weighing 62 lbs/ft”, Advantages, Strength, Ability to span …
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[DOC File]Palmer township, Pennsylvania
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TABLE 2: CANTILEVER SPANS FOR FLOOR JOISTS. Member Size Spacing Max Cantilever Span Based on ≤ 30 psf Ground Snow Load Uplift Force at Backspan Support in lbs. 2x8 12” 42” 139 2x8 16” 36” 151 2x10 12” 61” 164 2x10 16” 53” 180 2x10 24” 43” 212 2x12 16” 72” 228 2x12 24” 58” 279 a. Ratio of backspan to cantilever span ...
2 x 12 span chart

[DOC File]EXAMPLE 5 - HUD User Home Page | HUD USER
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2. Design the hip rafter for a rafter-ceiling joist roof construction (conventional practice). Use a double 2x10 No. 2 Hem-fir hip rafter (i.e., hip rafter is one-size larger than rafters - rule of thumb). The double 2x10 may be lap-spliced and vertically braced at or near mid-span; otherwise, a single 2x10 could be used to span continuously.
2 x 4 span charts

[DOC File]Framing Roofs, with Larry Haun
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-Lock beam into place with a 2x6. Setting rafters without a ridge.-No ridge cut.-Regular seat cut on bottom-Tops will lap and be cut. Over the living room 2x8 spans without support, so cut 2x8s down to 2x6 to match the tails on the rest of the building.-Make seat cuts on the tops of the rafters to fit onto the beam.-Nail bottom ends
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[DOC File]SECTION B – CENTRAL POWERS
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Part 2 – Trench revetment design & sample sketches. Part 3 – Underground structure design & sample sketches. Part 4 – Barbed wire & sample sketches. Part 5 – Wood stoves & GWA fire safety requirements. Part 6 – List of subcontractors & suppliers. Part 7 …
lumber span table

[DOC File]NADRA | North American Deck & Railing Association
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Splices of multi-span beams shall be located at interior post locations. FIGURE R507.6. TYPICAL DECK BEAM SPANS TABLE R507.6. DECK BEAM SPAN LENGTHS (ft.-in.)a, b. SPECIESc SIZEd DECK JOIST SPAN (ft.) LESS THAN OR EQUAL TO: 6 8 10 12 14 16 18 Southern pine 2-2x6 7-1. 6-11 6-2. 5-11 5-6. 5-4 5-0. 4-10 4-8. 4-6 4-4. 4-3 4-1. 4-0 2-2x8 9-2. 8-9 7 ...
wood span table

[DOC File]Florida Building
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TABLE 2322.2.3. ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1. PANEL SPAN RATING2 MAXIMUM SPAN IF BLOCK OR OTHER EDGE SUPPORTS (IN.) MAXIMUM SPAN WITHOUT EDGE SUPPORT (IN.) 32/16 40/20 48/24 24 40 48 24 32 36 For SI: 1 inch = 25.4 mm. NOTES: 1. Values apply to sheathing grade, C-C and C-D panels. 2. Span Rating appears on all C-C and C-D panels.
pressure treated joist span table

[DOC File]Florida Building
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(Section 1707) 2x4 2x4 2x4 2 each 2x8 Retrofit Elements for L-bent strap applications (Section 1708.1) Fasteners at each end for strap connecting Retrofit studs to Lateral braces using 1-1/2 inch long fasteners complying with Table 1703.6 Minimum number
2x12 beam span chart

[DOCX File]Orwigsburg Borough
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*Beam sizes are based on support post spacing of 8 feet with single span floor joists extending from ledger board. This table is not applicable for beams carrying floor joist loads from two directions. This table is not applicable for decks supporting hot tubs or other concentrated loads. IRC RS01.2
wood beam span tables

2 2x8 beam span table