Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Question
Chapter 10, Problem 10.5.3P
To determine
(a)
Whether the given girder has enough shear strength by using LRFD.
To determine
(b)
Whether the given girder has enough shear strength or not by using ASD.
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Q2) The members of the truss structure shown below is plain concrete. The compressive
strength of the concrete is 25 MPa. Compute the maximum load P that can be carried by
the structure. (Cross section of each member of the truss is 200 x 200 mm and don't use
material factors and do not consider slenderness) Comment on your results briefly.
P
A&
2m
SC
2 m
1380
2m
D
A square hollow steel strut of thickness 10 mm is pin connected to two connector plates of thickness, 12 mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to the concrete base by 4-16 mm diameter anchor bolts. The diameter of the pin is 16 mm.
Where is/are the location(s) of the maximum
compressive flexural stress?
A simple I-beam is loaded as shown.
20 mm
P KN
PKN
P KN
B
20 mm-
B
с
D
L/4 m
L/4 m
L/4 m
Pin support at the NA
Midspan at point B
Mid span at point D
Midspan at the top fiber
Roller support at top fiber
Section D at the top fiber
Section C at +170 mm from the NA
L/4 m
20 mm
C
250 mm
150 mm
150 mm
D
A
Chapter 10 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
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