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HEADERS <br />Tag:H1 <br />L = 2.00 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft) W 23%Shear:Vmax <Vallow <br />Roof 15 20 11.50 403 OK 0.43 K 1.84 K <br />Floor <br />Wall 16 1.50 24 29%Flexure:Mmax <allow <br />Σw =0.427 klf OK 0.21 k-ft 0.74 k-ft <br />8%Deflection:Δ =0.01 in = L/3128 <br />USE:OK <br />INSTEAD, USE: 4x6 <br />Tag:H2 <br />L = 4.00 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft) W 18%Shear:Vmax <Vallow <br />Roof 15 20 4.17 146 OK 0.34 K 1.84 K <br />Floor <br />Wall 16 1.50 24 46%Flexure:Mmax <allow <br />Σw =0.170 klf OK 0.34 k-ft 0.74 k-ft <br />24%Deflection:Δ =0.05 in = L/982 <br />USE:OK <br />INSTEAD, USE: 4x6 <br />Tag:H3 <br />L = 3.00 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft) W 14%Shear:Vmax <Vallow <br />Roof 15 20 4.17 146 OK 0.25 K 1.84 K <br />Floor <br />Wall 16 1.50 24 26%Flexure:Mmax <allow <br />Σw =0.170 klf OK 0.19 k-ft 0.74 k-ft <br />10%Deflection:Δ =0.02 in = L/2327 <br />USE:OK <br />INSTEAD, USE: 4x6 <br />4x4 <br />4x4 <br />4x4 <br />𝑉=2 𝑀=𝑊𝐿 <br />8 <br />𝑉=2 𝑀=𝑊𝐿 <br />8 <br />𝑉=2 𝑀=𝑊𝐿 <br />8 <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />816 N Towner St #2 <br />9/23/2024