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As shown in gure the store is to have a A timber fioor which is supported by It] bearers [beams] 195 mm 1: 30 mm [depth If. width]. In The bearers...

As shown in figure the store is to have .A timber floor which is supported by 10 bearers (beams) 295 mm x 80 mm 

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As shown in figure the store is to have a A timber fioor which is supported by It] bearers [beams] 195 mm 1: 30 mm
[depth If. width]. In The bearers selected are of machine graded sawn, unseasoned Grey Ironbarlt
[Strength group 51, Stress grade FIT] a The hearers have a clear span of 3.5m and the ends of the bearers sit on 10E] mm
wide supports. a The compression flange of the bearers are restrained byjnists at dfiDmm cEntErs
[Hint: L" = dsflmm] :- The spacing between bearers is 1.4 metres. :- The litre load applied along the length of the bearer has been calculated to be Elflkhtfm. The dead load applied along the length of the bearer, including self-
weight has been calculated to be Is 1.5kat'n. Check the adecluactir of the bearers to the requirements of standards In
relation to: {a] bending strength, {b] shear strengt h, {c] bearing strength, and {d] Ii miting defiecti on Show all assum ptlons. formula. references and diagrams Lay = 45!} mm Bearer
295mm x Eflmm 10D mm Figure 2 [not to male]

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