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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Chapter 5, Problem 5.11.1P
To determine
Whether the section
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Students have asked these similar questions
A W 14 x 142 is used as a column having length of 9 m long. It is hinged at the upper
end and fixed at the lower end but there is a lateral bracing perpendicular to the minor
axis of the W section at the 5.4 m above the bottom support. It is assumed to be pinned
connected at the bracing point. Using A36 steel, the yield strength is 248 MPa and the
NSCP 2015 specifications, elastic modulus of steel is 200 GPa. Compute the
slenderness ratio and the axial capacity of the column both for LRFD and ASD.
Properties of W 14 x 142
A = 26,967.69 mm²
d = 374.65 mm
bf = 393.70 mm
W 14x142
t₁
= 27.00 mm
tv = 17.27 mm
Ix = 695 x 106 mm4
Sx = 3,719.18 x 10³ mm³
[x = 160.53 mm
ry = 100.84 mm
ly = 274.71 x 106 mm4
S, 1,396.18 x 10³ mm³
lateral support
(assume to be
pinned connected)
What is the Slenderness Ratio? KL/r
Using LRFD, what is the ultimate load capacity of the column? Express your answer in KN
Using ASD, what is the allowable load capacity of the column? Express your answer in KN
3.6 m
5.4 m…
Solve by LRFD
(AISC ) masnual
Refer to the beam loading diagram shown
If the beam is made from A992 and is continuously braced, determine the
most economical member W-shape for strength only
I am using AISC Steel Construction Manual 15th Edition.
For the double fixed-end bend shown, the following data applies:
• Service live load, P = 30 kips
Required live load factor: 1.6
Beam length, L = 30 ft
Self-weight has already been included.
A
В
C
0.5L
0.5L
Chapter 5 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 5 - Prob. 5.2.1PCh. 5 - Prob. 5.2.2PCh. 5 - Verify the value of Zx for a W1850 that is...Ch. 5 - Prob. 5.2.4PCh. 5 - Prob. 5.4.1PCh. 5 - Prob. 5.4.2PCh. 5 - Determine the smallest value of yield stress Fy,...Ch. 5 - Prob. 5.5.1PCh. 5 - Prob. 5.5.2PCh. 5 - Prob. 5.5.3P
Ch. 5 - Prob. 5.5.4PCh. 5 - Prob. 5.5.5PCh. 5 - Prob. 5.5.6PCh. 5 - Prob. 5.5.7PCh. 5 - Prob. 5.5.8PCh. 5 - Prob. 5.5.9PCh. 5 - If the beam in Problem 5.5-9 i5 braced at A, B,...Ch. 5 - Prob. 5.5.11PCh. 5 - Prob. 5.5.12PCh. 5 - Prob. 5.5.13PCh. 5 - Prob. 5.5.14PCh. 5 - Prob. 5.5.15PCh. 5 - Prob. 5.5.16PCh. 5 - Prob. 5.6.1PCh. 5 - Prob. 5.6.2PCh. 5 - Prob. 5.6.3PCh. 5 - Prob. 5.6.4PCh. 5 - Compute the nominal shear strength of an M107.5 of...Ch. 5 - Compute the nominal shear strength of an M1211.8...Ch. 5 - Prob. 5.8.3PCh. 5 - Prob. 5.8.4PCh. 5 - Prob. 5.10.1PCh. 5 - Prob. 5.10.2PCh. 5 - Same as Problem 5.10-2, except that lateral...Ch. 5 - Prob. 5.10.4PCh. 5 - The given beam is laterally supported at the ends...Ch. 5 - Prob. 5.10.6PCh. 5 - Prob. 5.10.7PCh. 5 - Prob. 5.11.1PCh. 5 - Prob. 5.11.2PCh. 5 - Prob. 5.11.3PCh. 5 - Prob. 5.11.4PCh. 5 - Prob. 5.11.5PCh. 5 - Prob. 5.11.6PCh. 5 - Prob. 5.11.7PCh. 5 - Prob. 5.11.8PCh. 5 - Prob. 5.11.9PCh. 5 - Prob. 5.12.1PCh. 5 - Prob. 5.12.2PCh. 5 - Prob. 5.12.3PCh. 5 - Prob. 5.13.1PCh. 5 - Prob. 5.13.2PCh. 5 - Prob. 5.14.1PCh. 5 - Prob. 5.14.2PCh. 5 - Prob. 5.14.3PCh. 5 - Prob. 5.14.4PCh. 5 - Prob. 5.15.1PCh. 5 - Prob. 5.15.2PCh. 5 - Prob. 5.15.3PCh. 5 - Prob. 5.15.4PCh. 5 - Prob. 5.15.5PCh. 5 - Prob. 5.15.6PCh. 5 - Prob. 5.15.7PCh. 5 - Same as Problem 5.15-7, except that the sag rods...
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