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 9, Problem 9.1.5P
To determine
The nominal flexural strength of the composite beam given in problem 9.1-2.
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06. The composite bar, firmly attached to unyielding supports, is initially stress-free. What maximum axial load P can
be applied if the allowable stresses are 10 ksi for aluminum and 18 ksi for steel?
Steel
A = 2.0 in.2
Aluminum
A = 1.25 in.2
E = 10 x 10° psi
E = 29 x 10° psi
SUMMARY OF ANSWERS
P
kips
-15 in-
-12 in.-
Solve for the centroid of the given composite structural section and determine the moments of area about the x-axisand y-axis.
A composite beam consists of A36 steel with 100mm thick reinforced concrete slab at the top. Span of beam is 6m. Compute the available strength of the
composite if the value of S-3.0m.
Use fc' = 21 MPa and fy=345 MPa
Properties of W- Shape
A=4,180 mm^2
d=312 mm
k(des) 18.4 mm
tw=6.6 mm
L
Assume that the beams are simply supported. What is the maximum design floor pressure load that can be applied (kPa) with exceeding the design moment capacity
of the beams?
Chapter 9 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 9 - Prob. 9.1.1PCh. 9 - Prob. 9.1.2PCh. 9 - Prob. 9.1.3PCh. 9 - Prob. 9.1.4PCh. 9 - Prob. 9.1.5PCh. 9 - Prob. 9.1.6PCh. 9 - A W1422 acts compositely with a 4-inch-thick floor...Ch. 9 - Prob. 9.2.2PCh. 9 - Prob. 9.3.1PCh. 9 - Prob. 9.3.2P
Ch. 9 - Prob. 9.4.1PCh. 9 - Prob. 9.4.2PCh. 9 - Prob. 9.4.3PCh. 9 - Prob. 9.4.4PCh. 9 - Prob. 9.4.5PCh. 9 - Prob. 9.5.1PCh. 9 - Prob. 9.5.2PCh. 9 - Prob. 9.5.3PCh. 9 - Note For Problems 9.6-1 through 9.6-5, use the...Ch. 9 - Note For Problems 9.6-1 through 9.6-5, use the...Ch. 9 - Note For Problems 9.6-1 through 9.6-5, use the...Ch. 9 - Note For Problems 9.6-1 through 9.6-5, use the...Ch. 9 - Note For Problems 9.6-1 through 9.6-5, use the...Ch. 9 - Prob. 9.7.1PCh. 9 - Prob. 9.7.2PCh. 9 - Prob. 9.7.3PCh. 9 - Prob. 9.7.4PCh. 9 - Prob. 9.8.1PCh. 9 - Prob. 9.8.2PCh. 9 - A beam must be designed to the following...Ch. 9 - Prob. 9.8.4PCh. 9 - Prob. 9.8.5PCh. 9 - Prob. 9.8.6PCh. 9 - Prob. 9.8.7PCh. 9 - Prob. 9.8.8PCh. 9 - Use the composite beam tables and select a W-shape...Ch. 9 - Prob. 9.8.10PCh. 9 - Prob. 9.10.1PCh. 9 - Prob. 9.10.2P
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