beam excel calculator and worksheet modify.xlsx

beam excel calculator and worksheet modify.xlsx - BOX BEAM...

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BOX BEAM load on x-axis = 350 load on y-axis = 150 span length = 21 eleasticity 1460000 density = 28 ft^3 length of beam = 24 Inertie (x-x): Inertie (Inside) (x-x): Inertie (Outside) (x-x): Base In. 0.3045654297 in^4 0.1424153646 in^4 0.4469807943 in^4 0.875 in. inertia (y-y): inertia (Inside) (y-y): inertia (Outside) (y-y): B2 0.1947021484 in^4 0.0697835286 in^4 0.2644856771 in^4 Thickness 1: T1 Height Out (H1): 0.1875 in. 1.625 in. Deflection(x): Deflection (y): 0.1518627392 in. 0.1018085627 in. Height In (H2): 1.25 in. Area: Area (Inside): Area (Outside): Thickness 2: T2 H2 H1 0.9375 in^2 1.09375 in^2 2.03125 in^2 0.1875 in. Volume: Volume (Inside): Volume (Outside): 22.5 in^3 26.25 in^3 48.75 in^3 B1 Base Out: Mass: 1.250 in. 165.3720833333 grams
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H Beam load on x-axis = 350 load on y-axis = 150 span length = 21 eleasticity 1460000 density = 28 length of beam 24 Flange Thickness: 0.3125 in. Ix: Ix (flanges): Ix (web): 0.2804361979 in^4 0.2791341146 in^4 0.0013020833 in^4 Tf Tf Iy: Iy (web): Iy (flanges): Web Thickness: 0.500773112 in^4 0.125 in^4 0.625773112 in^4 0.25 in. Flange HEIGHT: H 1.75 in. Deflection(x): Deflection (y): Tw 0.1649292807
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