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...

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.

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

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.

Jun 11, 2022

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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...

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