Side View. Point load only 29 Ub 90 }} 86 Ub 3.59 46/in ↓ ↓ ↓ ↓ ↓ ↓ 24 Width of Flarge 1.48" Table • Cross Sectional Vie

[answerhappygod]

Side View Point Load Only 29 Ub 90 86 Ub 3 59 46 In 24 Width Of Flarge 1 48 Table Cross Sectional Vie 1 (93.99 KiB) Viewed 45 times

PLEASE MAKE SURE YOU ARE TAKING THE CENTROID ABOUT THE PURPLE
DOT AND GIVING THE SHEAR AND BENDING MOMENT AS EQUATIONS THAT
DISTANCE CAN BE PLUGGED INTO. DO NOT SOLVE THE CENTROID FOR JUST
ONE SIDE OF THE BEAM.
Side View. Point load only 29 Ub 90 }} 86 Ub 3.59 46/in ↓ ↓ ↓ ↓ ↓ ↓ 24 Width of Flarge 1.48" Table • Cross Sectional View thickness deck 0.52" ←4" 1711 / / / / / / / / / Flange W thickness of Web 0.52" Flange (4"->> Thickness of Flarge 0.878"" 1- the centroid of the sectional view (the purple cross 2- out the beam in 4 sections to find shear and moment. in which numbers (distance) can be plugged in as A function 3- Determine the moment of inertia with the parallel axis theorem ///// 100 //// Flange W 3.54", B Flange Deck ← Calculate point load distributed load. able dot) -> units to and inches → unit in ²