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 7, Problem 7.8.1P
To determine
(a)
The adequacy of the tee and bolts in the hanger connection using Load and Resistance Factor Design (LRFD) method.
To determine
(b)
The adequacy of the tee and bolts in the hanger connection using Allowable Stress Design (ASD) method.
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The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with the thicknesses shown in the figure. The working stresses are 70 MPa for shear in the rivets and 140 MPa for bearing stress due to the rivets. How many 20-mm-diameter rivets are required to fasten the following members to the gusset plate: (a) BC; and (b) BE?
2. A staggered riveted connection has rivets arranged as shown. Diameter of rivet is 28 mm. Use
AISCINSCP Specs. Fy 248 MPa, Fu = 400 MPa. Determine the distance "S" so that the area
area in chain ABCD is equal to the net area in chain ABD. Determine also the tensile capacity
of P.
45
10
350 mm
90
90 I
mm
60 mm
888
Solve by using LRFD.
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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- Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.arrow_forwardA rigid bar AC is supported pinned supported at A and bar DB at B. See typical bolt connection detail. A concentrated weight, denoted as W is attached at the end of the rigid bar. L1 = 2.6 m L2 = 2.1 m H= 1.2 m W= 14 KN What is the required diameter of the bolt (in mm) at connection B given the allowable shearing stress to be 40 MPa ? Consider single shear. L1 L2 A B C H D इस W CONNECTION AT Barrow_forward3.6-5 Choose a pipe to be used as a tension member to resist a service dead load of 10 kips and a service live load of 25 kips. The ends will be connected by welding completely around the circumference of the pipe. The length is 8 feet. a. Use LRFD. b. Use ASD.arrow_forward
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- 1. An angle ISA 150 x 75 x 10 mm thick, steel tension member is connected by its long leg to a 10 mm gussset plate. Use 6 mm fillet weld on the toe and the back. Take the allowable unit shearing stress for weld metal 112.5 N/mm². In the welded joint find the force taken by the weld on the back. tion:arrow_forwardpls answer this problem and have short solution as possible. Don't put some explanation too if you can, I just need an answer(pls box this) and solution.arrow_forwardACTIVITY The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with thickness shown in the figure. The working stresses are 70MPa for shear in rivet and 140MPa for bearing stress due to the rivets. How many 19-mm diameter rivets are required to fasten the said members to the gusset plate? K.R.R.P. wwwwwwww 00 400 4m B 3m C 96KN 4m 6m 200KN E Am 3m F 96KN 4m H DETAIL OF JOINT B 75X75X6 mm ------------- · ET---- I 14 mm thick GUSSET PLATE P BC 75X75X13 mm P BEarrow_forward
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