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 7, Problem 7.4.5P
To determine
(a)
The service load using Load and Resistance Factor Design (LRFD).
To determine
(b)
The service load using Allowable Strength Design (ASD).
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Students have asked these similar questions
4. The tension member shown below is a C 310 x 30.8 of A572M gr 345 steel
materials. Will it safely support a service dead load of 265 kN and a service
live load of 555 kN.
L
50
102.5
102.5
50
65 65 65
O
O
22 veny diameter bolts
C310 x 30.8
Iso A36M stool matorial and select a double anglo tonsion member to rosist
= 410 N/mm?
8.20 A column section ISHB 300 @ 618 N/m (f,
mand f, = 250 N/mm") is to be spliced. The factored design loads are:
%3D
Axial load over the column
450 kN
Shear force
100 kN
Bending moment
(a) Design the splice plates and bolted connections using bolts of grade 4.6.
(b) Design HSFG bolts and revise the splice plate size if possible.
30 kNm
4. An UPE 300 is to be used as a tension member and it is bolted to a 10mm thick gusset plate with bearing type
8-M20 8.8 bolts as shown in the figure below.
a. Check all spacing and edge distance requirements.
b. Compute the allowable tensile strength of the channel UPE 300. Don't consider shear strength of the bolts and bearing strength of the bolt holes.
[all dimensions are in mm]
Material both for gusset plate and UPE 300:
S275 F-275N/mm² Fu=430N/mm²
UPE 300
Ag = 5660 mm²
tw 9.5 mm
x = 28.9 mm
70
160
70
+
10mm thick gusset plate
+50+ 80
-80-80-50
o
+50+80 -80 80-50
UPE 300
Chapter 7 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 7 - Prob. 7.3.1PCh. 7 - Prob. 7.3.2PCh. 7 - Prob. 7.4.1PCh. 7 - Prob. 7.4.2PCh. 7 - Prob. 7.4.3PCh. 7 - Prob. 7.4.4PCh. 7 - Prob. 7.4.5PCh. 7 - Prob. 7.4.6PCh. 7 - Prob. 7.6.1PCh. 7 - Prob. 7.6.2P
Ch. 7 - Prob. 7.6.3PCh. 7 - Prob. 7.6.4PCh. 7 - Prob. 7.6.5PCh. 7 - Prob. 7.6.6PCh. 7 - Prob. 7.7.1PCh. 7 - Prob. 7.7.2PCh. 7 - Prob. 7.7.3PCh. 7 - Prob. 7.8.1PCh. 7 - Determine the adequacy of the hanger connection in...Ch. 7 - Prob. 7.9.1PCh. 7 - Prob. 7.9.2PCh. 7 - Prob. 7.9.3PCh. 7 - Prob. 7.9.4PCh. 7 - Prob. 7.9.5PCh. 7 - Prob. 7.11.1PCh. 7 - Prob. 7.11.2PCh. 7 - Prob. 7.11.3PCh. 7 - Prob. 7.11.4PCh. 7 - Prob. 7.11.5PCh. 7 - Prob. 7.11.6PCh. 7 - Prob. 7.11.7PCh. 7 - Prob. 7.11.8PCh. 7 - Prob. 7.11.9PCh. 7 - Prob. 7.11.10P
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