Design a baseplate (pin connection) for the column C-Dif B-C section is W460x144 and C-D is W460x144P3 = 0, W1= 20 KN/m, P1 = 20 KN, P2 = 20 KN, add the own weight of the column, neglectbeam weightL = 8m, H1 = 3m, H2 = 5m, P1 at L/3, P2 at 2L/3notes: choose proper materials, all loads are unfactored live loadsP3H2W1HINGEBAP1LP2HINGECDH1HH

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Answered: Design a baseplate (pin connection) for…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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B Lsm +sm+sm-sm- Ax- Ra Rc- Ro= Hinge 90 kN/m 5m kN Ay KN kN kN Hinge -5m-5m KN
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