PROBLEM 2 Using the Moment-Area Method, solve the slope at point A. Also, determine the distance x of point C from point A. At point C, the slope is zero and the deflection is probably maximum. Calculate the maximum deflection of the beam. E = 29 000ksi I 3000in¹ -20ft- C↓ 4k/ft B

From the figure below determine the deflection at the overhanging section. a. Using Double Integration Method b. Using Area-Moment Method c. Using Conjugate Beam Method 5KN/m 10KN.m 0.5m 0.5m 3m

Problem: Determine the deflection specified in each of the following beams. Use only one method to solve for each. You can choose which method to use in each beam, as long as all three must be used in one of the beams. Assume constant El. Use E = 200 GPa and I = 800 x 10 mmª for all beams. 3.) At the location of the interior hinge TAA 3m B 8m 10 kN/m 9 m 9 m 6m P = 229 KN ·100 KN.

Problem: Determine the deflection specified in each of the following beams. Use only one method to solve for each. You can choose which method to use in each beam, as long as all three must be used in one of the beams. Assume constant El. Use E = 200 GPa and I = 800 x 106 mm² for all beams. 2.) At the right end/overhang 30 kN/m B 9 m 8m 12 m 3m P = 229 KN