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 6, Problem 6.6.5P
To determine
(a)
If the member is a beam-column using LRFD method.
To determine
(b)
If the member is a beam-column using ASD method.
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simply supported beam as shoun in Fiyure 4a is subieted to the concentrated force.
Determine the marimum deflection of the begm, EI is constant,
The
flexural rigidity
2m
These figures are yiven,
(Figuie 4a)
(Figure 4b)
Problem 2: Determine the force in ALL the members of the truss. State if the members
are in tension or compression. Show all your work to receive full credit. (Hint: It is
not needed to find the reaction forces at C and E if you use the Method of Joints).
Note: P1= 1000 lb and P: = 500 lb
B
C30
45
999
4 ft
E
550
D.
-4 ft-
- 4 ft-
999
299
Determine the force in members FE, FB, and BC of
the truss and state if the members are in tension or
compression. After sectioning the truss, solve for each
force directly using a single equilibrium equation to obtain
each force. Assume that all joints are pin connected.
P-800 lb and P-1300 lb. (Figure 1)
Figure
15 h
100
-100
(1 of 1
-10 -
Part A
Determine the force in member FE of the truss
Express your answer in kilopounds to three significant figures. Enter negative value in the case of
compression and positive value in the case of tension.
195| ΑΣΦ. 114 voc
FFE-
Submit
Part B
Fra
Submit
Request Answer
Determine the force in member FB of the truss.
Express your answer in kilopounds to three significant figures. Enter negative value in the case of
compression and positive value in the case of tension.
VAE Ivec
Part C
Request Answer
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Chapter 6 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 6 - Prob. 6.2.1PCh. 6 - Prob. 6.2.2PCh. 6 - Prob. 6.6.1PCh. 6 - Prob. 6.6.2PCh. 6 - Prob. 6.6.3PCh. 6 - The member shown in Figure P6.6-4 is part of a...Ch. 6 - Prob. 6.6.5PCh. 6 - Prob. 6.6.6PCh. 6 - Prob. 6.6.7PCh. 6 - Prob. 6.6.8P
Ch. 6 - Prob. 6.6.9PCh. 6 - Prob. 6.6.10PCh. 6 - Prob. 6.6.11PCh. 6 - Prob. 6.6.12PCh. 6 - Prob. 6.6.13PCh. 6 - Prob. 6.7.1PCh. 6 - Prob. 6.7.2PCh. 6 - Prob. 6.8.1PCh. 6 - Prob. 6.8.2PCh. 6 - Prob. 6.8.3PCh. 6 - Prob. 6.8.4PCh. 6 - Prob. 6.8.5PCh. 6 - Prob. 6.8.6PCh. 6 - Prob. 6.8.7PCh. 6 - Prob. 6.8.8PCh. 6 - Prob. 6.8.9PCh. 6 - Prob. 6.8.10PCh. 6 - Prob. 6.9.1PCh. 6 - Prob. 6.9.2P
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Similar questions
- A variable cross-sectional beam is pinned from the point B by BD bar as shown. Flexural rigidity of AB and BC beams are 2El and EI, respectively. If the axial rigidity of the BD bar is EA, Determine the reaction forces at the point A by using, Mohr method 7 AL ). 3 EA L P E2I C EIarrow_forwardDetermine the smallest safe cross-sectional areas of members CD, Cl and CH for the truss shown. The allowable stress are 100 MPa in tension and 80 MPa in compression. Indicate tension or compression. (Draw the required FBD and answer in mm2). Fa a –– a→– a- B D |E A a F G H а 3 2 т 45 kNarrow_forward-5 @ 3m-15m- C F H J K ML boo I A 4@4m=16m B D G E 60 kips A For the truss shown, what is the force in member FG? B what is the force in member BE? + --Darrow_forward
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