Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 15, Problem 9P
To determine
Find the reaction and plot the shear and bending moment diagram.
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The floor system of an apartment building consists of a 4-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders, as shown below. The areas of cross section of the
floor beams and the girders are 18.3 in.2 and 32.7 in.², respectively. Determine the dead load acting on the beam CD.
Steel girder
(A-32.7 in.2)
At
I-
25 ft
B
I
Steel
column
C
D
Steel floor beam
(A =18.3 in.2) I
a. 600.0 lb/ft
b. 662.3 lb/ft
c. 62.3 lb/ft
d. 1347.3 lb/ft
E
4 in.
concrete slab
2 at 12 ft = 24 ft
What is the classification of the structure shown below?
Hinge
a. Internally unstable, statically indeterminate
b. Internally stable, statically determinate
c. Internally stable, statically indeterminate
Od. Internally unstable, statically determinate
ship construction question. Sketch a bilge keel, garboard strake and sheer strake.
Chapter 15 Solutions
Structural Analysis
Ch. 15 - Prob. 1PCh. 15 - Prob. 2PCh. 15 - Prob. 3PCh. 15 - Prob. 4PCh. 15 - Prob. 5PCh. 15 - Solve Problem 15.2 for the loading shown in Fig....Ch. 15 - Solve Problem 15.4 for the loading shown in Fig....Ch. 15 - Prob. 8PCh. 15 - Prob. 9PCh. 15 - Prob. 10P
Ch. 15 - Prob. 11PCh. 15 - Prob. 12PCh. 15 - Prob. 13PCh. 15 - Prob. 14PCh. 15 - Prob. 15PCh. 15 - Prob. 16PCh. 15 - Prob. 17PCh. 15 - Prob. 18PCh. 15 - Prob. 19PCh. 15 - Prob. 20PCh. 15 - Solve Problem 15 .17 for the loading shown in Fig....Ch. 15 - Prob. 22PCh. 15 - Prob. 23PCh. 15 - Prob. 24PCh. 15 - Prob. 25PCh. 15 - Prob. 26PCh. 15 - Prob. 27PCh. 15 - Prob. 28PCh. 15 - Prob. 29PCh. 15 - Prob. 30PCh. 15 - Prob. 31P
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