Consider the beam below: w lb/ft Wlb h ft M lb-ft —H — bft Cross section…

Consider the beam below: w lb/ft Wlb h ft M lb-ft —H — bft Cross section EE li ft * COLLAPSE IMAGES W = 53 lb/ft = 148 lb ly = 8 ft 2 = 5 ft b = 0.5 ft h = 0.1 ft M= 143 lb.ft The vertical reaction at A. ENTER 3 tries remaining. 1 point(s) possible The horizontal reaction at A. lb ENTER 3 tries remaining. 1 point(s) possible The vertical reaction at B. ENTER 3 tries remaining. 1 point(s) possible The range for section 1. < X ) ft ENTER 3 tries remaining. 1 point(s) possible The shear force equation for section 1. ENTER 3 tries remaining. 1 point(s) possible The bending moment equation for section 1. Ib.ft ENTER The range for section 2.