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HEADERS <br />Tag:H1 <br />L = 3.25 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft)W 33%Shear:Vmax <Vallow <br />Roof 15 20 9.63 337 OK 0.60 K 1.84 K <br />Floor <br />Wall 16 2.00 32 66%Flexure:Mmax <Mallow <br />Σw =0.369 klf OK 0.49 k-ft 0.74 k-ft <br />28%Deflection:Δ =0.05 in = L/842 <br />USE:OK <br />Tag:H2 <br />L = 4.00 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft)W 40%Shear:Vmax <Vallow <br />Roof 15 20 9.63 337 OK 0.74 K 1.84 K <br />Floor <br />Wall 16 2.00 32 99%Flexure:Mmax <Mallow <br />Σw =0.369 klf OK 0.74 k-ft 0.74 k-ft <br />53%Deflection:Δ =0.11 in = L/452 <br />USE:OK <br />Tag:H3 <br />L = 6.00 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft)W 25%Shear:Vmax <Vallow <br />Roof 15 20 6.00 210 OK 0.73 K 2.89 K <br />Floor <br />Wall 16 2.00 32 51%Flexure:Mmax <Mallow <br />Σw =0.242 klf OK 1.09 k-ft 2.15 k-ft <br />30%Deflection:Δ =0.09 in = L/792 <br />USE:OK <br />Tag:H4 <br />L = 3.00 ft <br />Uniform Loads <br />D (psf) L (psf) Trib. (ft)W 20%Shear:Vmax <Vallow <br />Roof 15 20 6.00 210 OK 0.36 K 1.84 K <br />Floor <br />Wall 16 2.00 32 37%Flexure:Mmax <Mallow <br />Σw =0.242 klf OK 0.27 k-ft 0.74 k-ft <br />15%Deflection:Δ =0.02 in = L/1633 <br />USE:OK <br />4x4 <br />4x4 <br />4x6 <br />4x4 <br />𝑉=𝑀=𝑊𝐿 <br />8 <br />=𝑀=𝑊𝐿 <br />8 <br />=𝑀=𝑊𝐿 <br />8 <br />=𝑀=𝑊𝐿 <br />8 <br />17 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024