Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Consider the following framing plan below. Squares labeled A through L are columns. All girders have rectangular sections with width 300 mm and
depth 600 mm. Slab thickness is 125 mm. Superimposed dead load for the entire floor is 2.95 kPa and live load for the entire floor is 4.8
kPa. For self-weight of the floor system, use unit weight of RC of 23.6 kN/m3.
a. Considering continuous girder DEF, determine the maximum factored positive & negative moments Mu
(+) & Mu (-), as well as the factored shear Vu
that should be used for the design of the said girder. Use ACI moment & shear coefficients to draw the factored shear & moment diagram of the said girder.
Transcribed Image Text:B.
2.5 m
E
2.5 m
2.5 m
6 m
6 m
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