w= 24 kips/ft 8 kips 28 bolted joint C 62 -16

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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The baseplates at the bottoms of the columns are
connected to the foundations at points A and D by bolts
and may be assumed to act as pin supports. Joint B is
rigid. At C where the bottom flange of the girder is bolted
to a cap plate welded to the end of the column, the joint
can be assumed to act as a hinge (it has no significant
capacity to transmit moment). Compute the reactions at
A and D.

w= 24 kips/ft
8 kips
28
bolted joint C
62
-16
Transcribed Image Text:w= 24 kips/ft 8 kips 28 bolted joint C 62 -16
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