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 4.3.8P
To determine
(a)
Check whether the compression member is adequate to support the loads using LRFD.
To determine
(b)
Check whether the compression member is adequate to support the loads using LRFD.
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Design the reinforcements of the given T beam below.
bf=800mm
bw=450mm
tf=120mm
d=600mm
d'=80mm
fc'=35MPa
fy=350MPa
USE NSCP 2015
A.Mu = 1300kN-m, As =
B.Mu = 1600kN-m, As =
mm2
_mm2, As' =
mm2
7
7a
7b
7c
Alaterally supported beam was designed for flexure. The beam is safe for shear & deflection. The most economical
section is structural tubing however the said section is not readily available at the time of the construction. If you
are the engineer in charge of the construction what alternative section will be the best replacement? Why?
The section is 8" x 8" x 7.94 mm thick:
Use Fy=248 MPa: E=200,000 MPa
AISC
wall thickness
Ix 106
S x 103
Jx 103
mm4
mm3
mm4
rx =ry
Area
Ag (mm2) mm
Designation
Weight/m
8x8
7.94
47.36
6,039
79.25
37.84
371.99
60.35
expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narative form to support your cho'ce)
8x8
14.29
80.61
10,258
76.2
59.52
585.02
99.06
8x8
72.7
9,290
76.96
54.53
539.13
90.32
8x8
9.53 56.09
7,161
78.48
44.12
432.62
70.76
mm
12.7
Zx 103
mm3
437.53
714.48
650.57
512.92
THE BEAM SHOWN BELOW HAS THE FOLLOWING PROPERTIES. f’c =30 MPa, fc=13.5 MPa, fy=400 MPa, fs=200MPa. DETERMINE THE FOLLOWING.
b)THE UNCRACKED SECTION PROPERTIES KdAND IU.
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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