FIGURE PS5525 K15 K1 Compute the reactions at the supports using the techniques shown in Section 5-2,2 Draw the complete shearing force and bending menentdagrams asing the techniques shown in Sectons53through 5-83. Determine the magnilude and location cY the maximumdalute valur drthe shearing fererand bendingmoment6ft4 ft3.0 K/ft

Answered: Image /qna-images/answer/56c81364-447d-4d91-ab78-61958640f29a.jpg

25 K 15 K 1 Compute the reactions al the supports using the tech- niques shown in Section 5-2. 2 Draw the complete shearing force and benling moment diagrams using the techniques shown in Sections 5-3 threugh 5-8 3. Determine the magnitude and location of the maximum absolute value or che shearing fore and bending mment. 6 ft 4 ft 3.0 K/ft

25 K 15 K 1 Compute the reactions al the supports using the tech- niques shown in Section 5-2. 2 Draw the complete shearing force and benling moment diagrams using the techniques shown in Sections 5-3 threugh 5-8 3. Determine the magnitude and location of the maximum absolute value or che shearing fore and bending mment. 6 ft 4 ft 3.0 K/ft

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.3.10P: Repeat Problem 11.3-9. Use two C 150 × 12.2 steel shapes and assume that E = 205 GPa and L = 6 m.

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