11.2 Using the slope-deflection method, compute the end moments of members of the beams shown in Fiqure P11.6. Assume support E settles by 50 mm. E = 200 GPa and l= 600 x 10°mm.
Extracted text: 11.2 Using the slope-deflection method, compute the end moments of members of the beams shown in Figure P11.6. Assume support E settles by 50 mm. E= 200 GPa and /= 600 × 10®mm4. 12 kN 14 kN 16 kN C E A B ID |F k 2 m 2 m,2 m2 m2 m2 m Fig. P11.6. Beam.