Size of joists mm clear span c16 joist m clear span c24 joist m 47 x 95 47 x 120 47 x 145 47 x 170 47 x 195 47 x 220 1 77 2 40 2 89 3 38 3 87 4 36 2 04 2 75 3 47 4 20 4 93 5 66 floor joists flat roof joists assumptions at 400mm centers supporting permanent load excluding self weight of joists up to 50kg m2.
Flat roof timber sizes uk.
Order helpline 01752 692 760.
Here the number is 941 86 inches.
Supporting imposed load.
Roof rise this should be calculated from the base of the roof to the highest point of the roof gable the peak.
Flat roof joists.
Surveyors span tables for designing roof rafters.
Rafter run outer wall this should be measured starting from the center of the roof span and then extending to the very edge of the exterior wall.
Automatically calculate suitable rafter sizes enter a specific rafter size.
All the figures are based on the normal loading conditions.
Structural calculations for timber joists timber beams glulam beams flitch beams using the latest design codes.
Flat roof with no permanent access and altitude not exceeding 100m 0 75 kn m udl 0 9 kn point load most areas exceeding 100m but not exceeding 200m excluding parts of scotland pennines north east england refer to bs 6399 3 1 kn m udl 0 9 kn point load.
Calculations to bs 5268 2.
C16 timber is commonly used in floor and roof joists for intern.
C16 timber is kiln dried timber certified to comply with the criteria of strength grade c16.
Here the number is 1166 66 inches.
These span tables apply only to flat roof and roof with a slope of up to 10 degrees.
Should refer to trada document span tables for solid timber members in floors ceilings and roofs excluding trussed rafter roofs for dwellings or ask your lbc surveyor for advice.
2002 bs 5268 7 5.
Subject ceilings and flat roofs timber sizes and construction details 09 issued 01 04 13 rev page 1 of 2 the following tables give details of the allowable spans and spacing for some of the more common timber sizes used in ceiling and flat roof construction.
Span tables for flat roof joists to bs 5268 7 2 imposed loads of 0 75 kn m for maintenance and snow load are applicable where there is no permanent access no fixed ladder or staircase and most areas where the altitude does not exceed 100 metres refer to bs 6399 3.
Notches are not to exceed 0 125 of the depth of the joist and are to be located between 0 07 and 0 25 of the span from the support.
Surveyors and structural engineers utilise data from tables below to help calculate the correct size strength and centres of roof timbers for the required spans and loadings.