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 4, Problem 4.6.6P
To determine
(a)
HSS Shape for the obtained effective strength.
To determine
(b)
HSS Shape for the obtained effective strength by ASD method
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I the
Design the reinforcements of the given T beam below.
bf=900mm
bw=420mm
tf=120mm
d=550mm
d'=80mm
fc'=34MPA
fy=415MPA
USE NSCP 2015
mm2
A.Mu = 1400KN-m, As =
mm2
B.Mu = 1700kN-m, As =
mm2, As' =
CS Scanned with CamScanner
De term ine the kin d and am ount of stress in e ach mem ber of the truss shown by
the method of jo in ts in figure P 5-2 (page 76).-
1000lb
1000lb
1000lb
1000Ib
1000 Ib
U.
h = 20 ft
500lb
500 Ib
L.
L.
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6 pane ls at 10' - 6 ft
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Note: 1. F o llo w strictly the lecture notes g iv en. Draw the FBD of e ach jo in t
2. Sum m a rize and tabu la te your answers.
3. Compu te the bar forces up to member U,L3 on ly because the truss lo a d in g is
sym metric aland the bar forces of right sid e members are id en tic al w ith th e left
s ide members. But you
in c lu de th e rig ht sid e mem bers in
have to
the
tabu la tion.
4. Show the com puta tio n ho w the leng th s were obta in ed.
5. Look for your own data in the table provided.
6. Copy the problem , data of problem and fig ure of the proble m
TABULAT ION FOR SUMMAR Y OF COMPUTATION OF BAR FORCES
METHOD OF JOINTS (PROBLEM P5-2 PAGE 76)
Mem ber Identification
Length
Bar Forc e
Туре of
ft
Ib
force
LOL1
10
3750
Tensio n
L1L 2
10
Tension…
Q4\ Which of the following is a zero-force member?
3 8KN 4
G
4
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D.
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B
AC
BD
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Chapter 4 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 4 - Prob. 4.3.1PCh. 4 - Prob. 4.3.2PCh. 4 - Prob. 4.3.3PCh. 4 - Prob. 4.3.4PCh. 4 - Prob. 4.3.5PCh. 4 - Prob. 4.3.6PCh. 4 - Prob. 4.3.7PCh. 4 - Prob. 4.3.8PCh. 4 - Prob. 4.4.1PCh. 4 - Prob. 4.4.2P
Ch. 4 - Prob. 4.6.1PCh. 4 - Prob. 4.6.2PCh. 4 - Prob. 4.6.3PCh. 4 - Prob. 4.6.4PCh. 4 - Prob. 4.6.5PCh. 4 - Prob. 4.6.6PCh. 4 - Prob. 4.6.7PCh. 4 - Prob. 4.6.8PCh. 4 - Prob. 4.6.9PCh. 4 - Prob. 4.7.1PCh. 4 - Prob. 4.7.2PCh. 4 - Prob. 4.7.3PCh. 4 - Use A992 steel and select a W14 shape for an...Ch. 4 - Prob. 4.7.5PCh. 4 - Prob. 4.7.6PCh. 4 - Prob. 4.7.7PCh. 4 - The frame shown in Figure P4.7-8 is unbraced, and...Ch. 4 - Prob. 4.7.9PCh. 4 - Prob. 4.7.10PCh. 4 - Prob. 4.7.11PCh. 4 - Prob. 4.7.12PCh. 4 - Prob. 4.7.13PCh. 4 - Prob. 4.7.14PCh. 4 - Prob. 4.8.1PCh. 4 - Prob. 4.8.2PCh. 4 - Prob. 4.8.3PCh. 4 - Prob. 4.8.4PCh. 4 - Prob. 4.9.1PCh. 4 - Prob. 4.9.2PCh. 4 - Prob. 4.9.3PCh. 4 - Prob. 4.9.4PCh. 4 - Prob. 4.9.5PCh. 4 - Prob. 4.9.6PCh. 4 - Prob. 4.9.7PCh. 4 - Prob. 4.9.8PCh. 4 - Prob. 4.9.9PCh. 4 - Prob. 4.9.10PCh. 4 - Prob. 4.9.11PCh. 4 - Prob. 4.9.12P
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