#LVL STRUTTING BEAM SPAN TABLE HOW TO#
#LVL STRUTTING BEAM SPAN TABLE FULL#

, Table 7.6 – Collar Ties gives required Information Refer to floor plan to calculate length of collar tie: 7.610 / 2 = 3.805 From Table 7.6 – Ties to 4200mm long for F8/MGP12 or higher stress grade – 70 x 35ĥ. Rule 7.2.16 &, Rule 7.3.17 – Other members or Components, states that Table 7.6 give details for miscellaneous roof framing members not given in span tables of the supplements.

Obtain information for Collar Ties 3.805 7.2.16 & 7.3.17 70 x 35 7.6 (page 110) Check section 7 (Roof Framing) for information – rules & tables for Collar Ties Note:ğind rules relating to Collar Ties.

(Check - single or continuous span - roof mass – span – O/hang)Ĥ.

Determine Rafter Size from table 29 supp.

Determine Span Table of supplements (supp.

– rule 7.2.11 Rafters (building practice) 2.

Obtain information for Rafters 7.2.11 0.600 120 x 35 29 2.100 7.3.13 0.788 Fill in comments column with information from project specification & Prelim. Determine Hanging Beams to rooms from table 23 supp. – rule 7.3.7 Hanging Beams (member sizes) 3.

– rule 7.2.5 Hanging Beams (building practice) 2.

Find allowable spans for 90 x 35 MGP15 ceiling joists from table 21 supp. – rule 7.3.6 ceiling joists (member sizes) 3.

– rule 7.2.4 ceiling joists (building practice) 2.

Obtain information for Ceiling Joists to complete job sheet. General Information from Project Details Seasoned S/Wood MGP 15 6 – N3 60Kg/m2 Conventional 2.700 0.600 Fill in comments column with information from project specification Using the information from the Preliminary Calculations & The Job Specification Fill in the Project job sheets to arrive at final design requirements.

#LVL STRUTTING BEAM SPAN TABLE FULL#

671 Full spread Fan Strut = 1.342 Fan Strut Length = 0.949 Summary: Rafter Span = 2.064 Say 2.100 RLW Underpurlin = 2.064 Say 2.100 Overhang eaves = 0.788 Purlin horizontal Set Out, “Distance X” = 1.862 Half Spread Fan Strut =. Using the Floor Plan & Details provided complete the Preliminary Calculations so that the most economical Size, Span and Spacing Of the Ceiling and Roof members can be achieved.įloor Plan Class Exercise 2 Note: Hyspan LVL Strutting Beams to Dining / Lounge & Bedroom 1 as shown Let's assume you have an LVL beam with a width of 5 inches, a depth of 12 inches, and it needs to support a uniform load of 1,000 pounds per square foot.Conventional Roof Framing Class Exercise 2 - 180 Residential Studies Certificate IV 2182D

Review Maximum Safe Span: The calculated maximum safe span for the LVL beam will be displayed on the page.Calculate: Click the 'Calculate' button, and the calculator will compute the maximum safe span based on the input values.Input Data: Enter these values into the calculator fields.Gather Information: You'll need information such as the LVL beam width, depth, and the uniform load that the beam will support.

#LVL STRUTTING BEAM SPAN TABLE HOW TO#

Maximum Safe Span: feet How to Use the LVL Span Calculator: Enter the required information below to calculate the maximum safe span for LVL beams or joists: LVL Beam Width (inches):

Lvl strutting beam span table