2. (Mechanics) The deflection at any point along the centerline of a cantilevered beam, such as the one used for a balcony (see Figure 5.15), when a load is distributed evenly along the beam is given by this formula: (+6/2.4%) 24E7 d is the deflection at location (ft). is the distance from the secured end (ft). w is the weight placed at the end of the beam (lbs/ft). /is the beam length (ft). COM www. Chapter 5 301 Chapter Summary E is the modules of elasticity (lbs/ft I is the second moment of inertia (fix"). Figure 5.15 A wooden beam with a distributed load For the beam shown in Figure 5.15, the second moment afineni in determined as follows: 12 is the beam's is the beamheldu Using these formulas wie, compiled un program that determines and displays cabile of the deflection for a cantilercred pine best half-foot increments along its length - 200 lbs/ -187.2 * 10 h 1 minute to less than 10 minutes, in 1-minute increments. 2. (Mechanics) The deflection at any point along the centerline of a cantilevered beam, such as the one used for a balcony (see Figure 5.15), when a load is distributed evenly along the beam is given by this formula: x? d 2487(+61246) d' is the deflection at location x (ft). * is the distance from the secured end (ft). w is the weight placed at the end of the beam (lbs/ft). 7 is the beam length (ft) Chapter 5 Chapter Summary 301 E is the modules of elasticity (lbs/ft) Tis the second moment of inertia (fit) Figure 5.15 A wooden beam with a distributed load For the beam shown in Figure S.18. the condament of inertia in determined as follow is the beam's is the beams height Using the formules wie, compiler.Com that determines and displays table of the detection for cantilevel beam w halffoot increments along in length using the following decat 300 - - 1672-10